MEMORIA DE CÁLCULO GRADERÍAS

DISEÑO ESTRUCTURAL
GARDERÍAS PARA CAMPOS DEPORTIVOS 100 ESPECTADORES
PROVINCIA DE VERAGUAS
SOLICITADO
DUPROC
NOVIEMBRE 2023
Contenido
INTRODUCCIÓN: .................................................................................................................................. 3
CONFIGURACION ARQUITECTÓNIA DE LAS GRADERÍAS. .................................................................... 4
CONFIGURACIÓN DE LAS CARGAS DE DISEÑO PARA LAS GRADERÍAS. ............................................... 6
MODELO ESTRUCTURAL ...................................................................................................................... 8
INFORMACIÓN DEL PROYECTO. .......................................................................................................... 9
MATERIALES .................................................................................................................................... 9
SECCIONES A EVALUAR PARA EL DISEÑO ...................................................................................... 10
CASOS DE CARGA .......................................................................................................................... 11
ANÁLISIS ESTRUCTURAL .................................................................................................................... 12
ANÁLISIS DE PRESIONES DE VIENTO ........................................................................................... 226
RESULTADOS DEL DISEÑO ........................................................................................................... 228
DISEÑO DE ZAPATAS ....................................................................................................................... 234
DETALLES DE LA ESTRUCTURA. ....................................................................................................... 241
INTRODUCCIÓN:
Se solicitó realizar una revisión de los elementos estructurales que componen las graderías para
los futuros campos deportivos que se encontrarán en toda la región de la provincia de Veraguas.
Se aplicaron las normas establecidas en el Reglamento Estructural Panameño vigente (REP-2021)
tomando todas las consideraciones de cargas, uso y eventos fortuitos que la puedan afectar.
Se implemento el modelo de elementos finitos para desarrollo del cálculo de las fuerzas que
tienen que resistir dichos elementos.
También se aplicó el uso de programas de calculo y diseño como el SAP200 y Autodesk Robot
Structural para facilitar el trabajo. Se aplicó la simulación de vientos para la estructura, pues por
las condiciones del sistema, es la condición mas crítica para la estructura, por sus características
inherentes.
CONFIGURACION ARQUITECTÓNIA DE LAS GRADERÍAS.
Planta arquitectónica .
Vista Frontal
Vista lateral
CONFIGURACIÓN DE LAS CARGAS DE DISEÑO PARA LAS GRADERÍAS.
PROYECTO
FECHA:
GRADERÍA 100 PERSONAS
01-dic-23
ANÁLISIS DE CARGAS
PESO VOLUMÉMTRICO CONCRETO
Nota: Peso calculado por programa
23.90 KN/m3
A. TRIBUTARIO
CARGAS DE ESTACIONAMIENTO
PASTEO DE LOSAS
BOVEDILLAS DE CONCRETO
ESTRUCTURA METÁLICA
LAMINAS DE YESO
AIRES ACONDICIONADOS
DUCTOS DE A/A
PISOS
TOPPING DE AREA Y CEMENTO
BALDOSAS DE CERÁMICA
PAREDES
PAREDES DE BLOQUES 0.15 M
(SON MUROS ESTRUCTURALES )
REPELLO CEMENTO ARENA (CADA CARA)
VENTANAS
0.00
0.00
0.10
0.00
KN/m2
KN/m2
KN/m2
KN/m2
0.00 KN/m2
0.00 KN/m2
0.00 KN/m2
0.00 KN/m2
0.25 KN/m2
0.00 KN/m2
0.35 KN/m2
0.2 KN/m
CARGA VIVA DE ENTREPISO
ESTACIONAMIENTOD VEHICULARES
RESIDENCIA DE 1 A 2 FAMILIAS
ESCALERAS
FACTOR DE AMPLIFICACIÓN (1.5)
1.92 KN/m2
1.92 KN/m2
4.79 KN/m2
CARGA DE VIVA DE TECHO
0.96 KN/m2
KN/m
Items
V(Km/h)=
kd=
kz=
Fact. Exp
k1=
k2=
k3=
kzt=
G=
Gcpi=
valor
49.17
0.85
0.66
B
0.34
0.50
0.37
1.00
0.85
0.55
-0.55
0.80
-0.45
907.01
0.91
Cp=
Cp=
qh=
referencia
Rep2014
ASCE 07 Cap 27, tabla 26.6-1
ASCE 07Cap 26, Secc 26.7.3
ASCE 07, Cap 26. Sec 26.7
ASCE 07, Cap 26, Tabla 26.8-1
ASCE 07, Cap 26, Tabla 26.8-1
ASCE 07, Cap 26, Tabla 26.8-1
ASCE 07, Cap 26, Secc 26.8.
factor de ráfaga
Barlovento Parcialmente cerrado
Barlovento Parcialmente cerrado
Barlovento Presión externa
Sotavento
L/B
1.2
N/m2
kN/m2
PAREDES
z
kz
4.6
6.1
7.6
9.1
10.9
TECHOS
Cp=
Cp=
q
0.57
0.62
0.66
0.70
0.72
h/L
718.05
781.04
831.43
881.82
907.01
Barlovento
Sotavento
Pz (kN/m2) Pz (kN/m2) Pz (kN/m2) Pz (kN/m2)
-0.01
0.99
-0.85
0.15
0.03
1.03
-0.85
0.15
0.07
1.06
-0.85
0.15
0.10
1.10
-0.85
0.15
0.12
1.12
-0.85
0.15
0.4 Pz (kN/m2) Pz (kN/m2)
-0.7 Barlovento
-1.04
-0.04
-0.3 Sotavento
-0.73
0.27
MODELO ESTRUCTURAL
DESTALLE DEL MODELADO ESTRUCTURAL EN EL PROGRAMA SAP2000
INFORMACIÓN DEL PROYECTO.
MATERIALES
ACERO ESTRUCTURAL
CARRIOLAS
CONCRETO REFORZADO
SECCIONES A EVALUAR PARA EL DISEÑO
CASOS DE CARGA
PATRONES DE CARGA
COMBINACIONES DE CARGA
ANÁLISIS ESTRUCTURAL
Table: Design Forces For Beams
Frame
Combo
42
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
42
Station
m
0
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
8.623
27.616
2.311
T
KN-m
0.0172
M2
KN-m
0.184
M3
KN-m
29.6955
0.4
8.623
27.728
2.311
0.0172
0.6867
18.6268
0.4
8.659
44.671
0.051
0.0077
0.0203
18.6342
0.8
8.659
44.783
0.051
0.0077
5.713E-16
1.0849
0
8.623
4.388
2.311
0.0172
-0.1913
29.6955
0.4
8.623
4.501
2.311
0.0172
-0.7404
18.6268
0.4
8.659
8.336
0.051
0.0077
-0.0198
18.6342
0.8
8.659
8.42
0.051
0.0077
-1.234E-15
1.0849
0
8.623
27.616
-2.195
0.0172
0.184
5.2478
0.4
8.623
27.728
-2.195
0.0172
0.6867
3.324
0.4
8.659
44.671
-0.049
0.0077
0.0203
3.3257
0.8
8.659
44.783
-0.049
0.0077
5.713E-16
-1.3197
0
8.623
4.388
-2.195
0.0172
-0.1913
5.2478
0.4
8.623
4.501
-2.195
0.0172
-0.7404
3.324
0.4
8.659
8.336
-0.049
0.0077
-0.0198
3.3257
0.8
8.659
8.42
-0.049
0.0077
-1.234E-15
-1.3197
0
-7.138
27.616
2.311
-0.028
0.184
29.6955
0.4
-7.138
27.728
2.311
-0.028
0.6867
18.6268
0.4
-7.119
44.671
0.051
-0.0075
0.0203
18.6342
0.8
-7.119
44.783
0.051
-0.0075
5.713E-16
1.0849
0
-7.138
4.388
2.311
-0.028
-0.1913
29.6955
0.4
-7.138
4.501
2.311
-0.028
-0.7404
18.6268
0.4
-7.119
8.336
0.051
-0.0075
-0.0198
18.6342
0.8
-7.119
8.42
0.051
-0.0075
-1.234E-15
1.0849
0
-7.138
27.616
-2.195
-0.028
0.184
5.2478
Frame
Combo
42
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
42
42
42
42
42
42
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
69
Station
m
0.4
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-7.138
27.728
-2.195
T
KN-m
-0.028
M2
KN-m
0.6867
M3
KN-m
3.324
0.4
-7.119
44.671
-0.049
-0.0075
0.0203
3.3257
0.8
-7.119
44.783
-0.049
-0.0075
5.713E-16
-1.3197
0
-7.138
4.388
-2.195
-0.028
-0.1913
5.2478
0.4
-7.138
4.501
-2.195
-0.028
-0.7404
3.324
0.4
-7.119
8.336
-0.049
-0.0075
-0.0198
3.3257
0.8
-7.119
8.42
-0.049
-0.0075
-1.234E-15
-1.3197
0
3.722
29.16
1.803
0.0233
0.1652
30.1133
0.4
3.722
29.273
1.803
0.0233
0.5465
18.4267
0.4
3.819
43.058
0.05
0.0076
0.02
18.4145
0.8
3.819
43.17
0.05
0.0076
1.288E-15
1.169
0
3.722
5.167
1.803
0.0233
-0.1683
30.1133
0.4
3.722
5.251
1.803
0.0233
-0.5559
18.4267
0.4
3.819
8.086
0.05
0.0076
-0.02
18.4145
0.8
3.819
8.17
0.05
0.0076
-9.929E-16
1.169
0
3.722
29.16
-1.787
0.0233
0.1652
5.4096
0.4
3.722
29.273
-1.787
0.0233
0.5465
3.326
0.4
3.819
43.058
-0.05
0.0076
0.02
3.323
0.8
3.819
43.17
-0.05
0.0076
1.288E-15
-0.5819
0
3.722
5.167
-1.787
0.0233
-0.1683
5.4096
0.4
3.722
5.251
-1.787
0.0233
-0.5559
3.326
0.4
3.819
8.086
-0.05
0.0076
-0.02
3.323
0.8
3.819
8.17
-0.05
0.0076
-9.929E-16
-0.5819
0
-7.758
29.16
1.803
-0.0231
0.1652
30.1133
0.4
-7.758
29.273
1.803
-0.0231
0.5465
18.4267
0.4
-7.671
43.058
0.05
-0.0076
0.02
18.4145
0.8
-7.671
43.17
0.05
-0.0076
1.288E-15
1.169
0
-7.758
5.167
1.803
-0.0231
-0.1683
30.1133
0.4
-7.758
5.251
1.803
-0.0231
-0.5559
18.4267
0.4
-7.671
8.086
0.05
-0.0076
-0.02
18.4145
Frame
Combo
69
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
69
69
69
69
69
69
69
69
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
96
Station
m
0.8
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-7.671
8.17
0.05
T
KN-m
-0.0076
M2
KN-m
-9.929E-16
M3
KN-m
1.169
0
-7.758
29.16
-1.787
-0.0231
0.1652
5.4096
0.4
-7.758
29.273
-1.787
-0.0231
0.5465
3.326
0.4
-7.671
43.058
-0.05
-0.0076
0.02
3.323
0.8
-7.671
43.17
-0.05
-0.0076
1.288E-15
-0.5819
0
-7.758
5.167
-1.787
-0.0231
-0.1683
5.4096
0.4
-7.758
5.251
-1.787
-0.0231
-0.5559
3.326
0.4
-7.671
8.086
-0.05
-0.0076
-0.02
3.323
0.8
-7.671
8.17
-0.05
-0.0076
-9.929E-16
-0.5819
0
8.623
27.616
2.226
0.028
0.1951
29.6955
0.4
8.623
27.728
2.226
0.028
0.7399
18.6268
0.4
8.659
44.671
0.049
0.0075
0.0198
18.6342
0.8
8.659
44.783
0.049
0.0075
3.483E-16
1.0849
0
8.623
3.949
2.226
0.028
-0.1791
29.6955
0.4
8.623
4.062
2.226
0.028
-0.6954
18.6268
0.4
8.659
8.442
0.049
0.0075
-0.0203
18.6342
0.8
8.659
8.526
0.049
0.0075
-1.142E-15
1.0849
0
8.623
27.616
-2.297
0.028
0.1951
5.3475
0.4
8.623
27.728
-2.297
0.028
0.7399
3.3812
0.4
8.659
44.671
-0.051
0.0075
0.0198
3.3829
0.8
8.659
44.783
-0.051
0.0075
3.483E-16
-1.3197
0
8.623
3.949
-2.297
0.028
-0.1791
5.3475
0.4
8.623
4.062
-2.297
0.028
-0.6954
3.3812
0.4
8.659
8.442
-0.051
0.0075
-0.0203
3.3829
0.8
8.659
8.526
-0.051
0.0075
-1.142E-15
-1.3197
0
-7.138
27.616
2.226
-0.0172
0.1951
29.6955
0.4
-7.138
27.728
2.226
-0.0172
0.7399
18.6268
0.4
-7.119
44.671
0.049
-0.0078
0.0198
18.6342
0.8
-7.119
44.783
0.049
-0.0078
3.483E-16
1.0849
0
-7.138
3.949
2.226
-0.0172
-0.1791
29.6955
Frame
Combo
96
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
96
96
96
96
96
96
96
96
96
96
123
123
123
123
123
123
123
123
123
123
123
123
123
123
123
123
123
123
123
Station
m
0.4
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-7.138
4.062
2.226
T
KN-m
-0.0172
M2
KN-m
-0.6954
M3
KN-m
18.6268
0.4
-7.119
8.442
0.049
-0.0078
-0.0203
18.6342
0.8
-7.119
8.526
0.049
-0.0078
-1.142E-15
1.0849
0
-7.138
27.616
-2.297
-0.0172
0.1951
5.3475
0.4
-7.138
27.728
-2.297
-0.0172
0.7399
3.3812
0.4
-7.119
44.671
-0.051
-0.0078
0.0198
3.3829
0.8
-7.119
44.783
-0.051
-0.0078
3.483E-16
-1.3197
0
-7.138
3.949
-2.297
-0.0172
-0.1791
5.3475
0.4
-7.138
4.062
-2.297
-0.0172
-0.6954
3.3812
0.4
-7.119
8.442
-0.051
-0.0078
-0.0203
3.3829
0.8
-7.119
8.526
-0.051
-0.0078
-1.142E-15
-1.3197
0
2.707
24.706
0.77
-0.0004887
0.0826
24.9747
0.4
2.707
24.818
0.77
-0.0004887
0.6498
15.0699
0.4
2.592
30.61
0.049
0.0075
0.0197
15.0686
0.8
2.592
30.722
0.049
0.0075
1.373E-15
2.8021
0
2.707
-2.168
0.77
-0.0004887
-0.1727
24.9747
0.4
2.707
-2.055
0.77
-0.0004887
-0.2255
15.0699
0.4
2.592
-1.051
0.049
0.0075
-0.0202
15.0686
0.8
2.592
-0.939
0.049
0.0075
-8.764E-16
2.8021
0
2.707
24.706
-2.056
-0.0004887
0.0826
-1.5201
0.4
2.707
24.818
-2.056
-0.0004887
0.6498
-0.6755
0.4
2.592
30.61
-0.051
0.0075
0.0197
-0.6858
0.8
2.592
30.722
-0.051
0.0075
1.373E-15
-0.395
0
2.707
-2.168
-2.056
-0.0004887
-0.1727
-1.5201
0.4
2.707
-2.055
-2.056
-0.0004887
-0.2255
-0.6755
0.4
2.592
-1.051
-0.051
0.0075
-0.0202
-0.6858
0.8
2.592
-0.939
-0.051
0.0075
-8.764E-16
-0.395
0
-18.298
24.706
0.77
-0.0456
0.0826
24.9747
0.4
-18.298
24.818
0.77
-0.0456
0.6498
15.0699
0.4
-18.386
30.61
0.049
-0.0077
0.0197
15.0686
Frame
Combo
123
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
123
123
123
123
123
123
123
123
123
123
123
123
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
Station
m
0.8
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-18.386
30.722
0.049
T
KN-m
-0.0077
M2
KN-m
1.373E-15
M3
KN-m
2.8021
0
-18.298
-2.168
0.77
-0.0456
-0.1727
24.9747
0.4
-18.298
-2.055
0.77
-0.0456
-0.2255
15.0699
0.4
-18.386
-1.051
0.049
-0.0077
-0.0202
15.0686
0.8
-18.386
-0.939
0.049
-0.0077
-8.764E-16
2.8021
0
-18.298
24.706
-2.056
-0.0456
0.0826
-1.5201
0.4
-18.298
24.818
-2.056
-0.0456
0.6498
-0.6755
0.4
-18.386
30.61
-0.051
-0.0077
0.0197
-0.6858
0.8
-18.386
30.722
-0.051
-0.0077
1.373E-15
-0.395
0
-18.298
-2.168
-2.056
-0.0456
-0.1727
-1.5201
0.4
-18.298
-2.055
-2.056
-0.0456
-0.2255
-0.6755
0.4
-18.386
-1.051
-0.051
-0.0077
-0.0202
-0.6858
0.8
-18.386
-0.939
-0.051
-0.0077
-8.764E-16
-0.395
0
5.508
-1.337
0.417
0.0139
-0.4463
-0.0288
0.4375
5.508
-0.854
0.417
0.0139
-0.4596
0.4558
0.875
5.508
-0.346
0.417
0.0139
-0.4663
2.2739
1.3125
5.508
0.162
0.417
0.0139
-0.4729
3.2845
1.75
5.508
0.809
0.417
0.0139
-0.4796
3.4853
2.1875
5.508
2.66
0.417
0.0139
-0.4862
2.8941
2.625
5.508
4.512
0.417
0.0139
-0.4928
1.4928
3.0625
5.508
6.364
0.417
0.0139
-0.4995
-0.3499
3.5
5.508
8.215
0.417
0.0139
-0.5061
-1.0045
0
5.508
-7.053
0.417
0.0139
-2.5413
-0.0288
0.4375
5.508
-5.202
0.417
0.0139
-2.4616
0.4558
0.875
5.508
-3.35
0.417
0.0139
-2.5283
2.2739
1.3125
5.508
-1.498
0.417
0.0139
-2.605
3.2845
1.75
5.508
0.164
0.417
0.0139
-2.6817
3.4853
2.1875
5.508
0.544
0.417
0.0139
-2.7585
2.8941
2.625
5.508
0.925
0.417
0.0139
-2.8352
1.4928
3.0625
5.508
1.306
0.417
0.0139
-2.9119
-0.3499
Frame
Combo
175
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
5.508
1.687
0.417
T
KN-m
0.0139
M2
KN-m
-2.9886
M3
KN-m
-1.0045
0
5.508
-1.337
-0.216
0.0139
-0.4463
-2.6365
0.4375
5.508
-0.854
-0.216
0.0139
-0.4596
0.0309
0.875
5.508
-0.346
-0.216
0.0139
-0.4663
0.3499
1.3125
5.508
0.162
-0.216
0.0139
-0.4729
0.4468
1.75
5.508
0.809
-0.216
0.0139
-0.4796
0.3213
2.1875
5.508
2.66
-0.216
0.0139
-0.4862
-0.0445
2.625
5.508
4.512
-0.216
0.0139
-0.4928
-0.6324
3.0625
5.508
6.364
-0.216
0.0139
-0.4995
-1.7196
3.5
5.508
8.215
-0.216
0.0139
-0.5061
-4.9088
0
5.508
-7.053
-0.216
0.0139
-2.5413
-2.6365
0.4375
5.508
-5.202
-0.216
0.0139
-2.4616
0.0309
0.875
5.508
-3.35
-0.216
0.0139
-2.5283
0.3499
1.3125
5.508
-1.498
-0.216
0.0139
-2.605
0.4468
1.75
5.508
0.164
-0.216
0.0139
-2.6817
0.3213
2.1875
5.508
0.544
-0.216
0.0139
-2.7585
-0.0445
2.625
5.508
0.925
-0.216
0.0139
-2.8352
-0.6324
3.0625
5.508
1.306
-0.216
0.0139
-2.9119
-1.7196
3.5
5.508
1.687
-0.216
0.0139
-2.9886
-4.9088
0
0.87
-1.337
0.417
0.0004055
-0.4463
-0.0288
0.4375
0.87
-0.854
0.417
0.0004055
-0.4596
0.4558
0.875
0.87
-0.346
0.417
0.0004055
-0.4663
2.2739
1.3125
0.87
0.162
0.417
0.0004055
-0.4729
3.2845
1.75
0.87
0.809
0.417
0.0004055
-0.4796
3.4853
2.1875
0.87
2.66
0.417
0.0004055
-0.4862
2.8941
2.625
0.87
4.512
0.417
0.0004055
-0.4928
1.4928
3.0625
0.87
6.364
0.417
0.0004055
-0.4995
-0.3499
3.5
0.87
8.215
0.417
0.0004055
-0.5061
-1.0045
0
0.87
-7.053
0.417
0.0004055
-2.5413
-0.0288
0.4375
0.87
-5.202
0.417
0.0004055
-2.4616
0.4558
Frame
Combo
175
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
175
176
176
176
176
176
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.87
-3.35
0.417
T
KN-m
0.0004055
M2
KN-m
-2.5283
M3
KN-m
2.2739
1.3125
0.87
-1.498
0.417
0.0004055
-2.605
3.2845
1.75
0.87
0.164
0.417
0.0004055
-2.6817
3.4853
2.1875
0.87
0.544
0.417
0.0004055
-2.7585
2.8941
2.625
0.87
0.925
0.417
0.0004055
-2.8352
1.4928
3.0625
0.87
1.306
0.417
0.0004055
-2.9119
-0.3499
3.5
0.87
1.687
0.417
0.0004055
-2.9886
-1.0045
0
0.87
-1.337
-0.216
0.0004055
-0.4463
-2.6365
0.4375
0.87
-0.854
-0.216
0.0004055
-0.4596
0.0309
0.875
0.87
-0.346
-0.216
0.0004055
-0.4663
0.3499
1.3125
0.87
0.162
-0.216
0.0004055
-0.4729
0.4468
1.75
0.87
0.809
-0.216
0.0004055
-0.4796
0.3213
2.1875
0.87
2.66
-0.216
0.0004055
-0.4862
-0.0445
2.625
0.87
4.512
-0.216
0.0004055
-0.4928
-0.6324
3.0625
0.87
6.364
-0.216
0.0004055
-0.4995
-1.7196
3.5
0.87
8.215
-0.216
0.0004055
-0.5061
-4.9088
0
0.87
-7.053
-0.216
0.0004055
-2.5413
-2.6365
0.4375
0.87
-5.202
-0.216
0.0004055
-2.4616
0.0309
0.875
0.87
-3.35
-0.216
0.0004055
-2.5283
0.3499
1.3125
0.87
-1.498
-0.216
0.0004055
-2.605
0.4468
1.75
0.87
0.164
-0.216
0.0004055
-2.6817
0.3213
2.1875
0.87
0.544
-0.216
0.0004055
-2.7585
-0.0445
2.625
0.87
0.925
-0.216
0.0004055
-2.8352
-0.6324
3.0625
0.87
1.306
-0.216
0.0004055
-2.9119
-1.7196
3.5
0.87
1.687
-0.216
0.0004055
-2.9886
-4.9088
0
4.285
-1.551
-0.17
0.0023
0.09
-0.9648
0.4375
4.285
-1.17
-0.17
0.0023
0.2541
-0.3677
0.875
4.285
-0.789
-0.17
0.0023
0.4181
1.28
1.3125
4.285
-0.408
-0.17
0.0023
0.5821
2.5549
1.75
4.285
-0.028
-0.17
0.0023
0.7462
3.0196
Frame
Combo
176
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
4.285
1.728
-0.17
T
KN-m
0.0023
M2
KN-m
0.9103
M3
KN-m
2.6742
2.625
4.285
3.579
-0.17
0.0023
1.1072
1.5187
3.0625
4.285
5.431
-0.17
0.0023
1.3164
-0.278
3.5
4.285
7.283
-0.17
0.0023
1.5256
-0.846
0
4.285
-7.582
-0.17
0.0023
-3.4332
-0.9648
0.4375
4.285
-5.731
-0.17
0.0023
-2.9898
-0.3677
0.875
4.285
-3.879
-0.17
0.0023
-2.5464
1.28
1.3125
4.285
-2.027
-0.17
0.0023
-2.103
2.5549
1.75
4.285
-0.176
-0.17
0.0023
-1.6596
3.0196
2.1875
4.285
0.346
-0.17
0.0023
-1.2163
2.6742
2.625
4.285
0.727
-0.17
0.0023
-0.8058
1.5187
3.0625
4.285
1.108
-0.17
0.0023
-0.4075
-0.278
3.5
4.285
1.489
-0.17
0.0023
-0.0093
-0.846
0
4.285
-1.551
-1.145
0.0023
0.09
-4.699
0.4375
4.285
-1.17
-1.145
0.0023
0.2541
-1.7903
0.875
4.285
-0.789
-1.145
0.0023
0.4181
-0.8846
1.3125
4.285
-0.408
-1.145
0.0023
0.5821
-0.5173
1.75
4.285
-0.028
-1.145
0.0023
0.7462
-0.3721
2.1875
4.285
1.728
-1.145
0.0023
0.9103
-0.4491
2.625
4.285
3.579
-1.145
0.0023
1.1072
-0.7481
3.0625
4.285
5.431
-1.145
0.0023
1.3164
-1.3619
3.5
4.285
7.283
-1.145
0.0023
1.5256
-4.1259
0
4.285
-7.582
-1.145
0.0023
-3.4332
-4.699
0.4375
4.285
-5.731
-1.145
0.0023
-2.9898
-1.7903
0.875
4.285
-3.879
-1.145
0.0023
-2.5464
-0.8846
1.3125
4.285
-2.027
-1.145
0.0023
-2.103
-0.5173
1.75
4.285
-0.176
-1.145
0.0023
-1.6596
-0.3721
2.1875
4.285
0.346
-1.145
0.0023
-1.2163
-0.4491
2.625
4.285
0.727
-1.145
0.0023
-0.8058
-0.7481
3.0625
4.285
1.108
-1.145
0.0023
-0.4075
-1.3619
Frame
Combo
176
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
176
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
4.285
1.489
-1.145
T
KN-m
0.0023
M2
KN-m
-0.0093
M3
KN-m
-4.1259
0
0.723
-1.551
-0.17
-0.0009306
0.09
-0.9648
0.4375
0.723
-1.17
-0.17
-0.0009306
0.2541
-0.3677
0.875
0.723
-0.789
-0.17
-0.0009306
0.4181
1.28
1.3125
0.723
-0.408
-0.17
-0.0009306
0.5821
2.5549
1.75
0.723
-0.028
-0.17
-0.0009306
0.7462
3.0196
2.1875
0.723
1.728
-0.17
-0.0009306
0.9103
2.6742
2.625
0.723
3.579
-0.17
-0.0009306
1.1072
1.5187
3.0625
0.723
5.431
-0.17
-0.0009306
1.3164
-0.278
3.5
0.723
7.283
-0.17
-0.0009306
1.5256
-0.846
0
0.723
-7.582
-0.17
-0.0009306
-3.4332
-0.9648
0.4375
0.723
-5.731
-0.17
-0.0009306
-2.9898
-0.3677
0.875
0.723
-3.879
-0.17
-0.0009306
-2.5464
1.28
1.3125
0.723
-2.027
-0.17
-0.0009306
-2.103
2.5549
1.75
0.723
-0.176
-0.17
-0.0009306
-1.6596
3.0196
2.1875
0.723
0.346
-0.17
-0.0009306
-1.2163
2.6742
2.625
0.723
0.727
-0.17
-0.0009306
-0.8058
1.5187
3.0625
0.723
1.108
-0.17
-0.0009306
-0.4075
-0.278
3.5
0.723
1.489
-0.17
-0.0009306
-0.0093
-0.846
0
0.723
-1.551
-1.145
-0.0009306
0.09
-4.699
0.4375
0.723
-1.17
-1.145
-0.0009306
0.2541
-1.7903
0.875
0.723
-0.789
-1.145
-0.0009306
0.4181
-0.8846
1.3125
0.723
-0.408
-1.145
-0.0009306
0.5821
-0.5173
1.75
0.723
-0.028
-1.145
-0.0009306
0.7462
-0.3721
2.1875
0.723
1.728
-1.145
-0.0009306
0.9103
-0.4491
2.625
0.723
3.579
-1.145
-0.0009306
1.1072
-0.7481
3.0625
0.723
5.431
-1.145
-0.0009306
1.3164
-1.3619
3.5
0.723
7.283
-1.145
-0.0009306
1.5256
-4.1259
0
0.723
-7.582
-1.145
-0.0009306
-3.4332
-4.699
0.4375
0.723
-5.731
-1.145
-0.0009306
-2.9898
-1.7903
Frame
Combo
176
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
176
176
176
176
176
176
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.723
-3.879
-1.145
T
KN-m
-0.0009306
M2
KN-m
-2.5464
M3
KN-m
-0.8846
1.3125
0.723
-2.027
-1.145
-0.0009306
-2.103
-0.5173
1.75
0.723
-0.176
-1.145
-0.0009306
-1.6596
-0.3721
2.1875
0.723
0.346
-1.145
-0.0009306
-1.2163
-0.4491
2.625
0.723
0.727
-1.145
-0.0009306
-0.8058
-0.7481
3.0625
0.723
1.108
-1.145
-0.0009306
-0.4075
-1.3619
3.5
0.723
1.489
-1.145
-0.0009306
-0.0093
-4.1259
0
4.285
-1.489
1.145
0.0009306
1.5256
-0.8451
0.4375
4.285
-1.108
1.145
0.0009306
1.3164
-0.2772
0.875
4.285
-0.727
1.145
0.0009306
1.1072
1.5187
1.3125
4.285
-0.346
1.145
0.0009306
0.9168
2.6742
1.75
4.285
0.176
1.145
0.0009306
0.7462
3.0196
2.1875
4.285
2.027
1.145
0.0009306
0.5821
2.5549
2.625
4.285
3.879
1.145
0.0009306
0.4181
1.28
3.0625
4.285
5.731
1.145
0.0009306
0.2541
-0.3677
3.5
4.285
7.582
1.145
0.0009306
0.09
-0.9648
0
4.285
-7.283
1.145
0.0009306
-0.0093
-0.8451
0.4375
4.285
-5.431
1.145
0.0009306
-0.4075
-0.2772
0.875
4.285
-3.579
1.145
0.0009306
-0.8058
1.5187
1.3125
4.285
-1.728
1.145
0.0009306
-1.2228
2.6742
1.75
4.285
0.028
1.145
0.0009306
-1.6596
3.0196
2.1875
4.285
0.408
1.145
0.0009306
-2.103
2.5549
2.625
4.285
0.789
1.145
0.0009306
-2.5464
1.28
3.0625
4.285
1.17
1.145
0.0009306
-2.9898
-0.3677
3.5
4.285
1.551
1.145
0.0009306
-3.4332
-0.9648
0
4.285
-1.489
0.17
0.0009306
1.5256
-4.1259
0.4375
4.285
-1.108
0.17
0.0009306
1.3164
-1.3619
0.875
4.285
-0.727
0.17
0.0009306
1.1072
-0.7481
1.3125
4.285
-0.346
0.17
0.0009306
0.9168
-0.4491
1.75
4.285
0.176
0.17
0.0009306
0.7462
-0.3721
Frame
Combo
177
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
4.285
2.027
0.17
T
KN-m
0.0009306
M2
KN-m
0.5821
M3
KN-m
-0.5173
2.625
4.285
3.879
0.17
0.0009306
0.4181
-0.8846
3.0625
4.285
5.731
0.17
0.0009306
0.2541
-1.7903
3.5
4.285
7.582
0.17
0.0009306
0.09
-4.699
0
4.285
-7.283
0.17
0.0009306
-0.0093
-4.1259
0.4375
4.285
-5.431
0.17
0.0009306
-0.4075
-1.3619
0.875
4.285
-3.579
0.17
0.0009306
-0.8058
-0.7481
1.3125
4.285
-1.728
0.17
0.0009306
-1.2228
-0.4491
1.75
4.285
0.028
0.17
0.0009306
-1.6596
-0.3721
2.1875
4.285
0.408
0.17
0.0009306
-2.103
-0.5173
2.625
4.285
0.789
0.17
0.0009306
-2.5464
-0.8846
3.0625
4.285
1.17
0.17
0.0009306
-2.9898
-1.7903
3.5
4.285
1.551
0.17
0.0009306
-3.4332
-4.699
0
0.723
-1.489
1.145
-0.0023
1.5256
-0.8451
0.4375
0.723
-1.108
1.145
-0.0023
1.3164
-0.2772
0.875
0.723
-0.727
1.145
-0.0023
1.1072
1.5187
1.3125
0.723
-0.346
1.145
-0.0023
0.9168
2.6742
1.75
0.723
0.176
1.145
-0.0023
0.7462
3.0196
2.1875
0.723
2.027
1.145
-0.0023
0.5821
2.5549
2.625
0.723
3.879
1.145
-0.0023
0.4181
1.28
3.0625
0.723
5.731
1.145
-0.0023
0.2541
-0.3677
3.5
0.723
7.582
1.145
-0.0023
0.09
-0.9648
0
0.723
-7.283
1.145
-0.0023
-0.0093
-0.8451
0.4375
0.723
-5.431
1.145
-0.0023
-0.4075
-0.2772
0.875
0.723
-3.579
1.145
-0.0023
-0.8058
1.5187
1.3125
0.723
-1.728
1.145
-0.0023
-1.2228
2.6742
1.75
0.723
0.028
1.145
-0.0023
-1.6596
3.0196
2.1875
0.723
0.408
1.145
-0.0023
-2.103
2.5549
2.625
0.723
0.789
1.145
-0.0023
-2.5464
1.28
3.0625
0.723
1.17
1.145
-0.0023
-2.9898
-0.3677
Frame
Combo
177
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
177
178
178
178
178
178
178
178
178
178
178
178
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.723
1.551
1.145
T
KN-m
-0.0023
M2
KN-m
-3.4332
M3
KN-m
-0.9648
0
0.723
-1.489
0.17
-0.0023
1.5256
-4.1259
0.4375
0.723
-1.108
0.17
-0.0023
1.3164
-1.3619
0.875
0.723
-0.727
0.17
-0.0023
1.1072
-0.7481
1.3125
0.723
-0.346
0.17
-0.0023
0.9168
-0.4491
1.75
0.723
0.176
0.17
-0.0023
0.7462
-0.3721
2.1875
0.723
2.027
0.17
-0.0023
0.5821
-0.5173
2.625
0.723
3.879
0.17
-0.0023
0.4181
-0.8846
3.0625
0.723
5.731
0.17
-0.0023
0.2541
-1.7903
3.5
0.723
7.582
0.17
-0.0023
0.09
-4.699
0
0.723
-7.283
0.17
-0.0023
-0.0093
-4.1259
0.4375
0.723
-5.431
0.17
-0.0023
-0.4075
-1.3619
0.875
0.723
-3.579
0.17
-0.0023
-0.8058
-0.7481
1.3125
0.723
-1.728
0.17
-0.0023
-1.2228
-0.4491
1.75
0.723
0.028
0.17
-0.0023
-1.6596
-0.3721
2.1875
0.723
0.408
0.17
-0.0023
-2.103
-0.5173
2.625
0.723
0.789
0.17
-0.0023
-2.5464
-0.8846
3.0625
0.723
1.17
0.17
-0.0023
-2.9898
-1.7903
3.5
0.723
1.551
0.17
-0.0023
-3.4332
-4.699
0
5.508
-1.686
0.216
-0.0004055
-0.5061
-1.003
0.4375
5.508
-1.305
0.216
-0.0004055
-0.4995
-0.3488
0.875
5.508
-0.924
0.216
-0.0004055
-0.4928
1.4928
1.3125
5.508
-0.543
0.216
-0.0004055
-0.4862
2.8941
1.75
5.508
-0.163
0.216
-0.0004055
-0.4796
3.4853
2.1875
5.508
1.497
0.216
-0.0004055
-0.4729
3.2845
2.625
5.508
3.349
0.216
-0.0004055
-0.4663
2.2739
3.0625
5.508
5.2
0.216
-0.0004055
-0.4596
0.4531
3.5
5.508
7.052
0.216
-0.0004055
-0.4463
-0.0515
0
5.508
-8.215
0.216
-0.0004055
-2.9886
-1.003
0.4375
5.508
-6.364
0.216
-0.0004055
-2.9119
-0.3488
Frame
Combo
178
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
5.508
-4.512
0.216
T
KN-m
-0.0004055
M2
KN-m
-2.8352
M3
KN-m
1.4928
1.3125
5.508
-2.66
0.216
-0.0004055
-2.7585
2.8941
1.75
5.508
-0.809
0.216
-0.0004055
-2.6817
3.4853
2.1875
5.508
-0.147
0.216
-0.0004055
-2.605
3.2845
2.625
5.508
0.361
0.216
-0.0004055
-2.5283
2.2739
3.0625
5.508
0.869
0.216
-0.0004055
-2.4616
0.4531
3.5
5.508
1.337
0.216
-0.0004055
-2.5413
-0.0515
0
5.508
-1.686
-0.417
-0.0004055
-0.5061
-4.9088
0.4375
5.508
-1.305
-0.417
-0.0004055
-0.4995
-1.7196
0.875
5.508
-0.924
-0.417
-0.0004055
-0.4928
-0.6324
1.3125
5.508
-0.543
-0.417
-0.0004055
-0.4862
-0.0445
1.75
5.508
-0.163
-0.417
-0.0004055
-0.4796
0.3213
2.1875
5.508
1.497
-0.417
-0.0004055
-0.4729
0.4468
2.625
5.508
3.349
-0.417
-0.0004055
-0.4663
0.3499
3.0625
5.508
5.2
-0.417
-0.0004055
-0.4596
0.0309
3.5
5.508
7.052
-0.417
-0.0004055
-0.4463
-2.6362
0
5.508
-8.215
-0.417
-0.0004055
-2.9886
-4.9088
0.4375
5.508
-6.364
-0.417
-0.0004055
-2.9119
-1.7196
0.875
5.508
-4.512
-0.417
-0.0004055
-2.8352
-0.6324
1.3125
5.508
-2.66
-0.417
-0.0004055
-2.7585
-0.0445
1.75
5.508
-0.809
-0.417
-0.0004055
-2.6817
0.3213
2.1875
5.508
-0.147
-0.417
-0.0004055
-2.605
0.4468
2.625
5.508
0.361
-0.417
-0.0004055
-2.5283
0.3499
3.0625
5.508
0.869
-0.417
-0.0004055
-2.4616
0.0309
3.5
5.508
1.337
-0.417
-0.0004055
-2.5413
-2.6362
0
0.87
-1.686
0.216
-0.0139
-0.5061
-1.003
0.4375
0.87
-1.305
0.216
-0.0139
-0.4995
-0.3488
0.875
0.87
-0.924
0.216
-0.0139
-0.4928
1.4928
1.3125
0.87
-0.543
0.216
-0.0139
-0.4862
2.8941
1.75
0.87
-0.163
0.216
-0.0139
-0.4796
3.4853
Frame
Combo
178
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
178
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.87
1.497
0.216
T
KN-m
-0.0139
M2
KN-m
-0.4729
M3
KN-m
3.2845
2.625
0.87
3.349
0.216
-0.0139
-0.4663
2.2739
3.0625
0.87
5.2
0.216
-0.0139
-0.4596
0.4531
3.5
0.87
7.052
0.216
-0.0139
-0.4463
-0.0515
0
0.87
-8.215
0.216
-0.0139
-2.9886
-1.003
0.4375
0.87
-6.364
0.216
-0.0139
-2.9119
-0.3488
0.875
0.87
-4.512
0.216
-0.0139
-2.8352
1.4928
1.3125
0.87
-2.66
0.216
-0.0139
-2.7585
2.8941
1.75
0.87
-0.809
0.216
-0.0139
-2.6817
3.4853
2.1875
0.87
-0.147
0.216
-0.0139
-2.605
3.2845
2.625
0.87
0.361
0.216
-0.0139
-2.5283
2.2739
3.0625
0.87
0.869
0.216
-0.0139
-2.4616
0.4531
3.5
0.87
1.337
0.216
-0.0139
-2.5413
-0.0515
0
0.87
-1.686
-0.417
-0.0139
-0.5061
-4.9088
0.4375
0.87
-1.305
-0.417
-0.0139
-0.4995
-1.7196
0.875
0.87
-0.924
-0.417
-0.0139
-0.4928
-0.6324
1.3125
0.87
-0.543
-0.417
-0.0139
-0.4862
-0.0445
1.75
0.87
-0.163
-0.417
-0.0139
-0.4796
0.3213
2.1875
0.87
1.497
-0.417
-0.0139
-0.4729
0.4468
2.625
0.87
3.349
-0.417
-0.0139
-0.4663
0.3499
3.0625
0.87
5.2
-0.417
-0.0139
-0.4596
0.0309
3.5
0.87
7.052
-0.417
-0.0139
-0.4463
-2.6362
0
0.87
-8.215
-0.417
-0.0139
-2.9886
-4.9088
0.4375
0.87
-6.364
-0.417
-0.0139
-2.9119
-1.7196
0.875
0.87
-4.512
-0.417
-0.0139
-2.8352
-0.6324
1.3125
0.87
-2.66
-0.417
-0.0139
-2.7585
-0.0445
1.75
0.87
-0.809
-0.417
-0.0139
-2.6817
0.3213
2.1875
0.87
-0.147
-0.417
-0.0139
-2.605
0.4468
2.625
0.87
0.361
-0.417
-0.0139
-2.5283
0.3499
3.0625
0.87
0.869
-0.417
-0.0139
-2.4616
0.0309
Frame
Combo
178
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.87
1.337
-0.417
T
KN-m
-0.0139
M2
KN-m
-2.5413
M3
KN-m
-2.6362
0
0.574
-1.357
-0.026
0.0002474
-0.69
-0.3382
0.4375
0.574
-0.946
-0.026
0.0002474
-0.6696
0.1868
0.875
0.574
-0.439
-0.026
0.0002474
-0.6491
2.0313
1.3125
0.574
0.069
-0.026
0.0002474
-0.6114
3.0712
1.75
0.574
0.67
-0.026
0.0002474
-0.5683
3.3009
2.1875
0.574
2.522
-0.026
0.0002474
-0.5252
2.744
2.625
0.574
4.374
-0.026
0.0002474
-0.4821
1.38
3.0625
0.574
6.225
-0.026
0.0002474
-0.439
-0.335
3.5
0.574
8.077
-0.026
0.0002474
-0.3959
-0.9767
0
0.574
-7.132
-0.026
0.0002474
-3.8754
-0.3382
0.4375
0.574
-5.281
-0.026
0.0002474
-3.6315
0.1868
0.875
0.574
-3.429
-0.026
0.0002474
-3.3875
2.0313
1.3125
0.574
-1.577
-0.026
0.0002474
-3.1608
3.0712
1.75
0.574
0.134
-0.026
0.0002474
-2.9463
3.3009
2.1875
0.574
0.515
-0.026
0.0002474
-2.7377
2.744
2.625
0.574
0.895
-0.026
0.0002474
-2.529
1.38
3.0625
0.574
1.276
-0.026
0.0002474
-2.3204
-0.335
3.5
0.574
1.657
-0.026
0.0002474
-2.1118
-0.9767
0
0.574
-1.357
-0.558
0.0002474
-0.69
-2.7651
0.4375
0.574
-0.946
-0.558
0.0002474
-0.6696
-0.0906
0.875
0.574
-0.439
-0.558
0.0002474
-0.6491
0.2807
1.3125
0.574
0.069
-0.558
0.0002474
-0.6114
0.4299
1.75
0.574
0.67
-0.558
0.0002474
-0.5683
0.3569
2.1875
0.574
2.522
-0.558
0.0002474
-0.5252
0.0383
2.625
0.574
4.374
-0.558
0.0002474
-0.4821
-0.5198
3.0625
0.574
6.225
-0.558
0.0002474
-0.439
-1.6535
3.5
0.574
8.077
-0.558
0.0002474
-0.3959
-4.7821
0
0.574
-7.132
-0.558
0.0002474
-3.8754
-2.7651
0.4375
0.574
-5.281
-0.558
0.0002474
-3.6315
-0.0906
Frame
Combo
179
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
179
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.574
-3.429
-0.558
T
KN-m
0.0002474
M2
KN-m
-3.3875
M3
KN-m
0.2807
1.3125
0.574
-1.577
-0.558
0.0002474
-3.1608
0.4299
1.75
0.574
0.134
-0.558
0.0002474
-2.9463
0.3569
2.1875
0.574
0.515
-0.558
0.0002474
-2.7377
0.0383
2.625
0.574
0.895
-0.558
0.0002474
-2.529
-0.5198
3.0625
0.574
1.276
-0.558
0.0002474
-2.3204
-1.6535
3.5
0.574
1.657
-0.558
0.0002474
-2.1118
-4.7821
0
-0.914
-1.357
-0.026
-0.000774
-0.69
-0.3382
0.4375
-0.914
-0.946
-0.026
-0.000774
-0.6696
0.1868
0.875
-0.914
-0.439
-0.026
-0.000774
-0.6491
2.0313
1.3125
-0.914
0.069
-0.026
-0.000774
-0.6114
3.0712
1.75
-0.914
0.67
-0.026
-0.000774
-0.5683
3.3009
2.1875
-0.914
2.522
-0.026
-0.000774
-0.5252
2.744
2.625
-0.914
4.374
-0.026
-0.000774
-0.4821
1.38
3.0625
-0.914
6.225
-0.026
-0.000774
-0.439
-0.335
3.5
-0.914
8.077
-0.026
-0.000774
-0.3959
-0.9767
0
-0.914
-7.132
-0.026
-0.000774
-3.8754
-0.3382
0.4375
-0.914
-5.281
-0.026
-0.000774
-3.6315
0.1868
0.875
-0.914
-3.429
-0.026
-0.000774
-3.3875
2.0313
1.3125
-0.914
-1.577
-0.026
-0.000774
-3.1608
3.0712
1.75
-0.914
0.134
-0.026
-0.000774
-2.9463
3.3009
2.1875
-0.914
0.515
-0.026
-0.000774
-2.7377
2.744
2.625
-0.914
0.895
-0.026
-0.000774
-2.529
1.38
3.0625
-0.914
1.276
-0.026
-0.000774
-2.3204
-0.335
3.5
-0.914
1.657
-0.026
-0.000774
-2.1118
-0.9767
0
-0.914
-1.357
-0.558
-0.000774
-0.69
-2.7651
0.4375
-0.914
-0.946
-0.558
-0.000774
-0.6696
-0.0906
0.875
-0.914
-0.439
-0.558
-0.000774
-0.6491
0.2807
1.3125
-0.914
0.069
-0.558
-0.000774
-0.6114
0.4299
1.75
-0.914
0.67
-0.558
-0.000774
-0.5683
0.3569
Frame
Combo
179
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
179
179
179
179
179
179
179
179
179
179
179
179
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.914
2.522
-0.558
T
KN-m
-0.000774
M2
KN-m
-0.5252
M3
KN-m
0.0383
2.625
-0.914
4.374
-0.558
-0.000774
-0.4821
-0.5198
3.0625
-0.914
6.225
-0.558
-0.000774
-0.439
-1.6535
3.5
-0.914
8.077
-0.558
-0.000774
-0.3959
-4.7821
0
-0.914
-7.132
-0.558
-0.000774
-3.8754
-2.7651
0.4375
-0.914
-5.281
-0.558
-0.000774
-3.6315
-0.0906
0.875
-0.914
-3.429
-0.558
-0.000774
-3.3875
0.2807
1.3125
-0.914
-1.577
-0.558
-0.000774
-3.1608
0.4299
1.75
-0.914
0.134
-0.558
-0.000774
-2.9463
0.3569
2.1875
-0.914
0.515
-0.558
-0.000774
-2.7377
0.0383
2.625
-0.914
0.895
-0.558
-0.000774
-2.529
-0.5198
3.0625
-0.914
1.276
-0.558
-0.000774
-2.3204
-1.6535
3.5
-0.914
1.657
-0.558
-0.000774
-2.1118
-4.7821
0
0.173
-1.537
-0.1
4.464E-05
0.7219
-0.9352
0.4375
0.173
-1.157
-0.1
4.464E-05
0.9676
-0.3457
0.875
0.173
-0.776
-0.1
4.464E-05
1.2133
1.2137
1.3125
0.173
-0.395
-0.1
4.464E-05
1.4591
2.4813
1.75
0.173
-0.014
-0.1
4.464E-05
1.7048
2.9387
2.1875
0.173
1.765
-0.1
4.464E-05
1.9505
2.5861
2.625
0.173
3.617
-0.1
4.464E-05
2.1962
1.4233
3.0625
0.173
5.468
-0.1
4.464E-05
2.442
-0.2857
3.5
0.173
7.32
-0.1
4.464E-05
2.6877
-0.8586
0
0.173
-7.53
-0.1
4.464E-05
-2.8015
-0.9352
0.4375
0.173
-5.679
-0.1
4.464E-05
-2.4775
-0.3457
0.875
0.173
-3.827
-0.1
4.464E-05
-2.1536
1.2137
1.3125
0.173
-1.975
-0.1
4.464E-05
-1.8296
2.4813
1.75
0.173
-0.124
-0.1
4.464E-05
-1.5057
2.9387
2.1875
0.173
0.358
-0.1
4.464E-05
-1.1818
2.5861
2.625
0.173
0.738
-0.1
4.464E-05
-0.8578
1.4233
3.0625
0.173
1.119
-0.1
4.464E-05
-0.5339
-0.2857
Frame
Combo
180
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.173
1.5
-0.1
T
KN-m
4.464E-05
M2
KN-m
-0.21
M3
KN-m
-0.8586
0
0.173
-1.537
-1.135
4.464E-05
0.7219
-4.5747
0.4375
0.173
-1.157
-1.135
4.464E-05
0.9676
-1.6854
0.875
0.173
-0.776
-1.135
4.464E-05
1.2133
-0.716
1.3125
0.173
-0.395
-1.135
4.464E-05
1.4591
-0.3716
1.75
0.173
-0.014
-1.135
4.464E-05
1.7048
-0.2493
2.1875
0.173
1.765
-1.135
4.464E-05
1.9505
-0.3491
2.625
0.173
3.617
-1.135
4.464E-05
2.1962
-0.6711
3.0625
0.173
5.468
-1.135
4.464E-05
2.442
-1.4023
3.5
0.173
7.32
-1.135
4.464E-05
2.6877
-4.1906
0
0.173
-7.53
-1.135
4.464E-05
-2.8015
-4.5747
0.4375
0.173
-5.679
-1.135
4.464E-05
-2.4775
-1.6854
0.875
0.173
-3.827
-1.135
4.464E-05
-2.1536
-0.716
1.3125
0.173
-1.975
-1.135
4.464E-05
-1.8296
-0.3716
1.75
0.173
-0.124
-1.135
4.464E-05
-1.5057
-0.2493
2.1875
0.173
0.358
-1.135
4.464E-05
-1.1818
-0.3491
2.625
0.173
0.738
-1.135
4.464E-05
-0.8578
-0.6711
3.0625
0.173
1.119
-1.135
4.464E-05
-0.5339
-1.4023
3.5
0.173
1.5
-1.135
4.464E-05
-0.21
-4.1906
0
-1.045
-1.537
-0.1
-0.000431
0.7219
-0.9352
0.4375
-1.045
-1.157
-0.1
-0.000431
0.9676
-0.3457
0.875
-1.045
-0.776
-0.1
-0.000431
1.2133
1.2137
1.3125
-1.045
-0.395
-0.1
-0.000431
1.4591
2.4813
1.75
-1.045
-0.014
-0.1
-0.000431
1.7048
2.9387
2.1875
-1.045
1.765
-0.1
-0.000431
1.9505
2.5861
2.625
-1.045
3.617
-0.1
-0.000431
2.1962
1.4233
3.0625
-1.045
5.468
-0.1
-0.000431
2.442
-0.2857
3.5
-1.045
7.32
-0.1
-0.000431
2.6877
-0.8586
0
-1.045
-7.53
-0.1
-0.000431
-2.8015
-0.9352
0.4375
-1.045
-5.679
-0.1
-0.000431
-2.4775
-0.3457
Frame
Combo
180
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
181
181
181
181
181
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-1.045
-3.827
-0.1
T
KN-m
-0.000431
M2
KN-m
-2.1536
M3
KN-m
1.2137
1.3125
-1.045
-1.975
-0.1
-0.000431
-1.8296
2.4813
1.75
-1.045
-0.124
-0.1
-0.000431
-1.5057
2.9387
2.1875
-1.045
0.358
-0.1
-0.000431
-1.1818
2.5861
2.625
-1.045
0.738
-0.1
-0.000431
-0.8578
1.4233
3.0625
-1.045
1.119
-0.1
-0.000431
-0.5339
-0.2857
3.5
-1.045
1.5
-0.1
-0.000431
-0.21
-0.8586
0
-1.045
-1.537
-1.135
-0.000431
0.7219
-4.5747
0.4375
-1.045
-1.157
-1.135
-0.000431
0.9676
-1.6854
0.875
-1.045
-0.776
-1.135
-0.000431
1.2133
-0.716
1.3125
-1.045
-0.395
-1.135
-0.000431
1.4591
-0.3716
1.75
-1.045
-0.014
-1.135
-0.000431
1.7048
-0.2493
2.1875
-1.045
1.765
-1.135
-0.000431
1.9505
-0.3491
2.625
-1.045
3.617
-1.135
-0.000431
2.1962
-0.6711
3.0625
-1.045
5.468
-1.135
-0.000431
2.442
-1.4023
3.5
-1.045
7.32
-1.135
-0.000431
2.6877
-4.1906
0
-1.045
-7.53
-1.135
-0.000431
-2.8015
-4.5747
0.4375
-1.045
-5.679
-1.135
-0.000431
-2.4775
-1.6854
0.875
-1.045
-3.827
-1.135
-0.000431
-2.1536
-0.716
1.3125
-1.045
-1.975
-1.135
-0.000431
-1.8296
-0.3716
1.75
-1.045
-0.124
-1.135
-0.000431
-1.5057
-0.2493
2.1875
-1.045
0.358
-1.135
-0.000431
-1.1818
-0.3491
2.625
-1.045
0.738
-1.135
-0.000431
-0.8578
-0.6711
3.0625
-1.045
1.119
-1.135
-0.000431
-0.5339
-1.4023
3.5
-1.045
1.5
-1.135
-0.000431
-0.21
-4.1906
0
0.556
-1.5
1.135
0.000431
2.6877
-0.8578
0.4375
0.556
-1.119
1.135
0.000431
2.442
-0.285
0.875
0.556
-0.738
1.135
0.000431
2.1962
1.4233
1.3125
0.556
-0.357
1.135
0.000431
1.9505
2.5861
1.75
0.556
0.124
1.135
0.000431
1.7048
2.9387
Frame
Combo
181
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.556
1.975
1.135
T
KN-m
0.000431
M2
KN-m
1.4591
M3
KN-m
2.4813
2.625
0.556
3.827
1.135
0.000431
1.2133
1.2137
3.0625
0.556
5.679
1.135
0.000431
0.9676
-0.3459
3.5
0.556
7.53
1.135
0.000431
0.7219
-0.9352
0
0.556
-7.315
1.135
0.000431
-0.21
-0.8578
0.4375
0.556
-5.463
1.135
0.000431
-0.5339
-0.285
0.875
0.556
-3.611
1.135
0.000431
-0.8578
1.4233
1.3125
0.556
-1.76
1.135
0.000431
-1.1818
2.5861
1.75
0.556
0.014
1.135
0.000431
-1.5057
2.9387
2.1875
0.556
0.395
1.135
0.000431
-1.8296
2.4813
2.625
0.556
0.776
1.135
0.000431
-2.1536
1.2137
3.0625
0.556
1.157
1.135
0.000431
-2.4775
-0.3459
3.5
0.556
1.537
1.135
0.000431
-2.8015
-0.9352
0
0.556
-1.5
0.1
0.000431
2.6877
-4.1906
0.4375
0.556
-1.119
0.1
0.000431
2.442
-1.4023
0.875
0.556
-0.738
0.1
0.000431
2.1962
-0.6711
1.3125
0.556
-0.357
0.1
0.000431
1.9505
-0.3491
1.75
0.556
0.124
0.1
0.000431
1.7048
-0.2493
2.1875
0.556
1.975
0.1
0.000431
1.4591
-0.3716
2.625
0.556
3.827
0.1
0.000431
1.2133
-0.716
3.0625
0.556
5.679
0.1
0.000431
0.9676
-1.6853
3.5
0.556
7.53
0.1
0.000431
0.7219
-4.5747
0
0.556
-7.315
0.1
0.000431
-0.21
-4.1906
0.4375
0.556
-5.463
0.1
0.000431
-0.5339
-1.4023
0.875
0.556
-3.611
0.1
0.000431
-0.8578
-0.6711
1.3125
0.556
-1.76
0.1
0.000431
-1.1818
-0.3491
1.75
0.556
0.014
0.1
0.000431
-1.5057
-0.2493
2.1875
0.556
0.395
0.1
0.000431
-1.8296
-0.3716
2.625
0.556
0.776
0.1
0.000431
-2.1536
-0.716
3.0625
0.556
1.157
0.1
0.000431
-2.4775
-1.6853
Frame
Combo
181
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
181
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.556
1.537
0.1
T
KN-m
0.000431
M2
KN-m
-2.8015
M3
KN-m
-4.5747
0
-0.559
-1.5
1.135
-4.464E-05
2.6877
-0.8578
0.4375
-0.559
-1.119
1.135
-4.464E-05
2.442
-0.285
0.875
-0.559
-0.738
1.135
-4.464E-05
2.1962
1.4233
1.3125
-0.559
-0.357
1.135
-4.464E-05
1.9505
2.5861
1.75
-0.559
0.124
1.135
-4.464E-05
1.7048
2.9387
2.1875
-0.559
1.975
1.135
-4.464E-05
1.4591
2.4813
2.625
-0.559
3.827
1.135
-4.464E-05
1.2133
1.2137
3.0625
-0.559
5.679
1.135
-4.464E-05
0.9676
-0.3459
3.5
-0.559
7.53
1.135
-4.464E-05
0.7219
-0.9352
0
-0.559
-7.315
1.135
-4.464E-05
-0.21
-0.8578
0.4375
-0.559
-5.463
1.135
-4.464E-05
-0.5339
-0.285
0.875
-0.559
-3.611
1.135
-4.464E-05
-0.8578
1.4233
1.3125
-0.559
-1.76
1.135
-4.464E-05
-1.1818
2.5861
1.75
-0.559
0.014
1.135
-4.464E-05
-1.5057
2.9387
2.1875
-0.559
0.395
1.135
-4.464E-05
-1.8296
2.4813
2.625
-0.559
0.776
1.135
-4.464E-05
-2.1536
1.2137
3.0625
-0.559
1.157
1.135
-4.464E-05
-2.4775
-0.3459
3.5
-0.559
1.537
1.135
-4.464E-05
-2.8015
-0.9352
0
-0.559
-1.5
0.1
-4.464E-05
2.6877
-4.1906
0.4375
-0.559
-1.119
0.1
-4.464E-05
2.442
-1.4023
0.875
-0.559
-0.738
0.1
-4.464E-05
2.1962
-0.6711
1.3125
-0.559
-0.357
0.1
-4.464E-05
1.9505
-0.3491
1.75
-0.559
0.124
0.1
-4.464E-05
1.7048
-0.2493
2.1875
-0.559
1.975
0.1
-4.464E-05
1.4591
-0.3716
2.625
-0.559
3.827
0.1
-4.464E-05
1.2133
-0.716
3.0625
-0.559
5.679
0.1
-4.464E-05
0.9676
-1.6853
3.5
-0.559
7.53
0.1
-4.464E-05
0.7219
-4.5747
0
-0.559
-7.315
0.1
-4.464E-05
-0.21
-4.1906
0.4375
-0.559
-5.463
0.1
-4.464E-05
-0.5339
-1.4023
Frame
Combo
181
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
181
181
181
181
181
181
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.559
-3.611
0.1
T
KN-m
-4.464E-05
M2
KN-m
-0.8578
M3
KN-m
-0.6711
1.3125
-0.559
-1.76
0.1
-4.464E-05
-1.1818
-0.3491
1.75
-0.559
0.014
0.1
-4.464E-05
-1.5057
-0.2493
2.1875
-0.559
0.395
0.1
-4.464E-05
-1.8296
-0.3716
2.625
-0.559
0.776
0.1
-4.464E-05
-2.1536
-0.716
3.0625
-0.559
1.157
0.1
-4.464E-05
-2.4775
-1.6853
3.5
-0.559
1.537
0.1
-4.464E-05
-2.8015
-4.5747
0
0.126
-1.656
0.558
0.0001225
-0.4049
-0.9747
0.4375
0.126
-1.275
0.558
0.0001225
-0.447
-0.3336
0.875
0.126
-0.894
0.558
0.0001225
-0.4891
1.3944
1.3125
0.126
-0.514
0.558
0.0001225
-0.5313
2.744
1.75
0.126
-0.133
0.558
0.0001225
-0.5734
3.3009
2.1875
0.126
1.607
0.558
0.0001225
-0.6155
3.0712
2.625
0.126
3.459
0.558
0.0001225
-0.6491
2.0313
3.0625
0.126
5.311
0.558
0.0001225
-0.6696
0.1814
3.5
0.126
7.162
0.558
0.0001225
-0.69
-0.3898
0
0.126
-8.077
0.558
0.0001225
-2.1118
-0.9747
0.4375
0.126
-6.225
0.558
0.0001225
-2.3204
-0.3336
0.875
0.126
-4.374
0.558
0.0001225
-2.529
1.3944
1.3125
0.126
-2.522
0.558
0.0001225
-2.7377
2.744
1.75
0.126
-0.67
0.558
0.0001225
-2.9463
3.3009
2.1875
0.126
-0.054
0.558
0.0001225
-3.1566
3.0712
2.625
0.126
0.454
0.558
0.0001225
-3.3875
2.0313
3.0625
0.126
0.962
0.558
0.0001225
-3.6315
0.1814
3.5
0.126
1.357
0.558
0.0001225
-3.8754
-0.3898
0
0.126
-1.656
0.026
0.0001225
-0.4049
-4.7821
0.4375
0.126
-1.275
0.026
0.0001225
-0.447
-1.6535
0.875
0.126
-0.894
0.026
0.0001225
-0.4891
-0.531
1.3125
0.126
-0.514
0.026
0.0001225
-0.5313
0.0383
1.75
0.126
-0.133
0.026
0.0001225
-0.5734
0.3569
Frame
Combo
182
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.126
1.607
0.026
T
KN-m
0.0001225
M2
KN-m
-0.6155
M3
KN-m
0.4299
2.625
0.126
3.459
0.026
0.0001225
-0.6491
0.2807
3.0625
0.126
5.311
0.026
0.0001225
-0.6696
-0.096
3.5
0.126
7.162
0.026
0.0001225
-0.69
-2.8245
0
0.126
-8.077
0.026
0.0001225
-2.1118
-4.7821
0.4375
0.126
-6.225
0.026
0.0001225
-2.3204
-1.6535
0.875
0.126
-4.374
0.026
0.0001225
-2.529
-0.531
1.3125
0.126
-2.522
0.026
0.0001225
-2.7377
0.0383
1.75
0.126
-0.67
0.026
0.0001225
-2.9463
0.3569
2.1875
0.126
-0.054
0.026
0.0001225
-3.1566
0.4299
2.625
0.126
0.454
0.026
0.0001225
-3.3875
0.2807
3.0625
0.126
0.962
0.026
0.0001225
-3.6315
-0.096
3.5
0.126
1.357
0.026
0.0001225
-3.8754
-2.8245
0
-1.445
-1.656
0.558
-0.0002322
-0.4049
-0.9747
0.4375
-1.445
-1.275
0.558
-0.0002322
-0.447
-0.3336
0.875
-1.445
-0.894
0.558
-0.0002322
-0.4891
1.3944
1.3125
-1.445
-0.514
0.558
-0.0002322
-0.5313
2.744
1.75
-1.445
-0.133
0.558
-0.0002322
-0.5734
3.3009
2.1875
-1.445
1.607
0.558
-0.0002322
-0.6155
3.0712
2.625
-1.445
3.459
0.558
-0.0002322
-0.6491
2.0313
3.0625
-1.445
5.311
0.558
-0.0002322
-0.6696
0.1814
3.5
-1.445
7.162
0.558
-0.0002322
-0.69
-0.3898
0
-1.445
-8.077
0.558
-0.0002322
-2.1118
-0.9747
0.4375
-1.445
-6.225
0.558
-0.0002322
-2.3204
-0.3336
0.875
-1.445
-4.374
0.558
-0.0002322
-2.529
1.3944
1.3125
-1.445
-2.522
0.558
-0.0002322
-2.7377
2.744
1.75
-1.445
-0.67
0.558
-0.0002322
-2.9463
3.3009
2.1875
-1.445
-0.054
0.558
-0.0002322
-3.1566
3.0712
2.625
-1.445
0.454
0.558
-0.0002322
-3.3875
2.0313
3.0625
-1.445
0.962
0.558
-0.0002322
-3.6315
0.1814
Frame
Combo
182
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
182
183
183
183
183
183
183
183
183
183
183
183
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-1.445
1.357
0.558
T
KN-m
-0.0002322
M2
KN-m
-3.8754
M3
KN-m
-0.3898
0
-1.445
-1.656
0.026
-0.0002322
-0.4049
-4.7821
0.4375
-1.445
-1.275
0.026
-0.0002322
-0.447
-1.6535
0.875
-1.445
-0.894
0.026
-0.0002322
-0.4891
-0.531
1.3125
-1.445
-0.514
0.026
-0.0002322
-0.5313
0.0383
1.75
-1.445
-0.133
0.026
-0.0002322
-0.5734
0.3569
2.1875
-1.445
1.607
0.026
-0.0002322
-0.6155
0.4299
2.625
-1.445
3.459
0.026
-0.0002322
-0.6491
0.2807
3.0625
-1.445
5.311
0.026
-0.0002322
-0.6696
-0.096
3.5
-1.445
7.162
0.026
-0.0002322
-0.69
-2.8245
0
-1.445
-8.077
0.026
-0.0002322
-2.1118
-4.7821
0.4375
-1.445
-6.225
0.026
-0.0002322
-2.3204
-1.6535
0.875
-1.445
-4.374
0.026
-0.0002322
-2.529
-0.531
1.3125
-1.445
-2.522
0.026
-0.0002322
-2.7377
0.0383
1.75
-1.445
-0.67
0.026
-0.0002322
-2.9463
0.3569
2.1875
-1.445
-0.054
0.026
-0.0002322
-3.1566
0.4299
2.625
-1.445
0.454
0.026
-0.0002322
-3.3875
0.2807
3.0625
-1.445
0.962
0.026
-0.0002322
-3.6315
-0.096
3.5
-1.445
1.357
0.026
-0.0002322
-3.8754
-2.8245
0
1.202
-1.352
-0.077
-0.000204
-0.6587
-0.4405
0.4375
1.202
-0.971
-0.077
-0.000204
-0.3604
0.1735
0.875
1.202
-0.524
-0.077
-0.000204
0.3643
2.0251
1.3125
1.202
-0.016
-0.077
-0.000204
1.089
3.0666
1.75
1.202
0.672
-0.077
-0.000204
1.8137
3.298
2.1875
1.202
2.523
-0.077
-0.000204
2.5384
2.7407
2.625
1.202
4.375
-0.077
-0.000204
3.2631
1.3927
3.0625
1.202
6.227
-0.077
-0.000204
3.9878
-0.3378
3.5
1.202
8.078
-0.077
-0.000204
4.7125
-0.9794
0
1.202
-7.185
-0.077
-0.000204
-3.8951
-0.4405
0.4375
1.202
-5.333
-0.077
-0.000204
-3.4
0.1735
Frame
Combo
183
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
1.202
-3.481
-0.077
T
KN-m
-0.000204
M2
KN-m
-3.1143
M3
KN-m
2.0251
1.3125
1.202
-1.63
-0.077
-0.000204
-2.8286
3.0666
1.75
1.202
0.134
-0.077
-0.000204
-2.5429
3.298
2.1875
1.202
0.515
-0.077
-0.000204
-2.2572
2.7407
2.625
1.202
0.895
-0.077
-0.000204
-1.9715
1.3927
3.0625
1.202
1.276
-0.077
-0.000204
-1.6858
-0.3378
3.5
1.202
1.657
-0.077
-0.000204
-1.4001
-0.9794
0
1.202
-1.352
-2.118
-0.000204
-0.6587
-2.8851
0.4375
1.202
-0.971
-2.118
-0.000204
-0.3604
-0.1468
0.875
1.202
-0.524
-2.118
-0.000204
0.3643
0.2633
1.3125
1.202
-0.016
-2.118
-0.000204
1.089
0.4123
1.75
1.202
0.672
-2.118
-0.000204
1.8137
0.3393
2.1875
1.202
2.523
-2.118
-0.000204
2.5384
0.0227
2.625
1.202
4.375
-2.118
-0.000204
3.2631
-0.5255
3.0625
1.202
6.227
-2.118
-0.000204
3.9878
-1.6687
3.5
1.202
8.078
-2.118
-0.000204
4.7125
-4.798
0
1.202
-7.185
-2.118
-0.000204
-3.8951
-2.8851
0.4375
1.202
-5.333
-2.118
-0.000204
-3.4
-0.1468
0.875
1.202
-3.481
-2.118
-0.000204
-3.1143
0.2633
1.3125
1.202
-1.63
-2.118
-0.000204
-2.8286
0.4123
1.75
1.202
0.134
-2.118
-0.000204
-2.5429
0.3393
2.1875
1.202
0.515
-2.118
-0.000204
-2.2572
0.0227
2.625
1.202
0.895
-2.118
-0.000204
-1.9715
-0.5255
3.0625
1.202
1.276
-2.118
-0.000204
-1.6858
-1.6687
3.5
1.202
1.657
-2.118
-0.000204
-1.4001
-4.798
0
-0.488
-1.352
-0.077
-0.0142
-0.6587
-0.4405
0.4375
-0.488
-0.971
-0.077
-0.0142
-0.3604
0.1735
0.875
-0.488
-0.524
-0.077
-0.0142
0.3643
2.0251
1.3125
-0.488
-0.016
-0.077
-0.0142
1.089
3.0666
1.75
-0.488
0.672
-0.077
-0.0142
1.8137
3.298
Frame
Combo
183
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
183
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.488
2.523
-0.077
T
KN-m
-0.0142
M2
KN-m
2.5384
M3
KN-m
2.7407
2.625
-0.488
4.375
-0.077
-0.0142
3.2631
1.3927
3.0625
-0.488
6.227
-0.077
-0.0142
3.9878
-0.3378
3.5
-0.488
8.078
-0.077
-0.0142
4.7125
-0.9794
0
-0.488
-7.185
-0.077
-0.0142
-3.8951
-0.4405
0.4375
-0.488
-5.333
-0.077
-0.0142
-3.4
0.1735
0.875
-0.488
-3.481
-0.077
-0.0142
-3.1143
2.0251
1.3125
-0.488
-1.63
-0.077
-0.0142
-2.8286
3.0666
1.75
-0.488
0.134
-0.077
-0.0142
-2.5429
3.298
2.1875
-0.488
0.515
-0.077
-0.0142
-2.2572
2.7407
2.625
-0.488
0.895
-0.077
-0.0142
-1.9715
1.3927
3.0625
-0.488
1.276
-0.077
-0.0142
-1.6858
-0.3378
3.5
-0.488
1.657
-0.077
-0.0142
-1.4001
-0.9794
0
-0.488
-1.352
-2.118
-0.0142
-0.6587
-2.8851
0.4375
-0.488
-0.971
-2.118
-0.0142
-0.3604
-0.1468
0.875
-0.488
-0.524
-2.118
-0.0142
0.3643
0.2633
1.3125
-0.488
-0.016
-2.118
-0.0142
1.089
0.4123
1.75
-0.488
0.672
-2.118
-0.0142
1.8137
0.3393
2.1875
-0.488
2.523
-2.118
-0.0142
2.5384
0.0227
2.625
-0.488
4.375
-2.118
-0.0142
3.2631
-0.5255
3.0625
-0.488
6.227
-2.118
-0.0142
3.9878
-1.6687
3.5
-0.488
8.078
-2.118
-0.0142
4.7125
-4.798
0
-0.488
-7.185
-2.118
-0.0142
-3.8951
-2.8851
0.4375
-0.488
-5.333
-2.118
-0.0142
-3.4
-0.1468
0.875
-0.488
-3.481
-2.118
-0.0142
-3.1143
0.2633
1.3125
-0.488
-1.63
-2.118
-0.0142
-2.8286
0.4123
1.75
-0.488
0.134
-2.118
-0.0142
-2.5429
0.3393
2.1875
-0.488
0.515
-2.118
-0.0142
-2.2572
0.0227
2.625
-0.488
0.895
-2.118
-0.0142
-1.9715
-0.5255
3.0625
-0.488
1.276
-2.118
-0.0142
-1.6858
-1.6687
Frame
Combo
183
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.488
1.657
-2.118
T
KN-m
-0.0142
M2
KN-m
-1.4001
M3
KN-m
-4.798
0
1.128
-1.539
0.442
0.0009382
3.6401
-0.9363
0.4375
1.128
-1.158
0.442
0.0009382
3.6261
-0.3464
0.875
1.128
-0.777
0.442
0.0009382
3.6121
1.1942
1.3125
1.128
-0.397
0.442
0.0009382
3.598
2.4615
1.75
1.128
-0.003805
0.442
0.0009382
3.584
2.9212
2.1875
1.128
1.744
0.442
0.0009382
3.57
2.5708
2.625
1.128
3.596
0.442
0.0009382
3.556
1.4103
3.0625
1.128
5.448
0.442
0.0009382
3.5419
-0.2854
3.5
1.128
7.299
0.442
0.0009382
3.5583
-0.8573
0
1.128
-7.542
0.442
0.0009382
-0.2377
-0.9363
0.4375
1.128
-5.69
0.442
0.0009382
-0.2983
-0.3464
0.875
1.128
-3.839
0.442
0.0009382
-0.3589
1.1942
1.3125
1.128
-1.987
0.442
0.0009382
-0.4195
2.4615
1.75
1.128
-0.135
0.442
0.0009382
-0.4801
2.9212
2.1875
1.128
0.355
0.442
0.0009382
-0.5407
2.5708
2.625
1.128
0.736
0.442
0.0009382
-0.6014
1.4103
3.0625
1.128
1.117
0.442
0.0009382
-0.662
-0.2854
3.5
1.128
1.498
0.442
0.0009382
-0.7226
-0.8573
0
1.128
-1.539
-0.258
0.0009382
3.6401
-4.6137
0.4375
1.128
-1.158
-0.258
0.0009382
3.6261
-1.7191
0.875
1.128
-0.777
-0.258
0.0009382
3.6121
-0.7266
1.3125
1.128
-0.397
-0.258
0.0009382
3.598
-0.3758
1.75
1.128
-0.003805
-0.258
0.0009382
3.584
-0.2497
2.1875
1.128
1.744
-0.258
0.0009382
3.57
-0.3458
2.625
1.128
3.596
-0.258
0.0009382
3.556
-0.6639
3.0625
1.128
5.448
-0.258
0.0009382
3.5419
-1.3997
3.5
1.128
7.299
-0.258
0.0009382
3.5583
-4.1836
0
1.128
-7.542
-0.258
0.0009382
-0.2377
-4.6137
0.4375
1.128
-5.69
-0.258
0.0009382
-0.2983
-1.7191
Frame
Combo
184
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
184
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
1.128
-3.839
-0.258
T
KN-m
0.0009382
M2
KN-m
-0.3589
M3
KN-m
-0.7266
1.3125
1.128
-1.987
-0.258
0.0009382
-0.4195
-0.3758
1.75
1.128
-0.135
-0.258
0.0009382
-0.4801
-0.2497
2.1875
1.128
0.355
-0.258
0.0009382
-0.5407
-0.3458
2.625
1.128
0.736
-0.258
0.0009382
-0.6014
-0.6639
3.0625
1.128
1.117
-0.258
0.0009382
-0.662
-1.3997
3.5
1.128
1.498
-0.258
0.0009382
-0.7226
-4.1836
0
-0.047
-1.539
0.442
-0.0027
3.6401
-0.9363
0.4375
-0.047
-1.158
0.442
-0.0027
3.6261
-0.3464
0.875
-0.047
-0.777
0.442
-0.0027
3.6121
1.1942
1.3125
-0.047
-0.397
0.442
-0.0027
3.598
2.4615
1.75
-0.047
-0.003805
0.442
-0.0027
3.584
2.9212
2.1875
-0.047
1.744
0.442
-0.0027
3.57
2.5708
2.625
-0.047
3.596
0.442
-0.0027
3.556
1.4103
3.0625
-0.047
5.448
0.442
-0.0027
3.5419
-0.2854
3.5
-0.047
7.299
0.442
-0.0027
3.5583
-0.8573
0
-0.047
-7.542
0.442
-0.0027
-0.2377
-0.9363
0.4375
-0.047
-5.69
0.442
-0.0027
-0.2983
-0.3464
0.875
-0.047
-3.839
0.442
-0.0027
-0.3589
1.1942
1.3125
-0.047
-1.987
0.442
-0.0027
-0.4195
2.4615
1.75
-0.047
-0.135
0.442
-0.0027
-0.4801
2.9212
2.1875
-0.047
0.355
0.442
-0.0027
-0.5407
2.5708
2.625
-0.047
0.736
0.442
-0.0027
-0.6014
1.4103
3.0625
-0.047
1.117
0.442
-0.0027
-0.662
-0.2854
3.5
-0.047
1.498
0.442
-0.0027
-0.7226
-0.8573
0
-0.047
-1.539
-0.258
-0.0027
3.6401
-4.6137
0.4375
-0.047
-1.158
-0.258
-0.0027
3.6261
-1.7191
0.875
-0.047
-0.777
-0.258
-0.0027
3.6121
-0.7266
1.3125
-0.047
-0.397
-0.258
-0.0027
3.598
-0.3758
1.75
-0.047
-0.003805
-0.258
-0.0027
3.584
-0.2497
Frame
Combo
184
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
184
184
184
184
184
184
184
184
184
184
184
184
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.047
1.744
-0.258
T
KN-m
-0.0027
M2
KN-m
3.57
M3
KN-m
-0.3458
2.625
-0.047
3.596
-0.258
-0.0027
3.556
-0.6639
3.0625
-0.047
5.448
-0.258
-0.0027
3.5419
-1.3997
3.5
-0.047
7.299
-0.258
-0.0027
3.5583
-4.1836
0
-0.047
-7.542
-0.258
-0.0027
-0.2377
-4.6137
0.4375
-0.047
-5.69
-0.258
-0.0027
-0.2983
-1.7191
0.875
-0.047
-3.839
-0.258
-0.0027
-0.3589
-0.7266
1.3125
-0.047
-1.987
-0.258
-0.0027
-0.4195
-0.3758
1.75
-0.047
-0.135
-0.258
-0.0027
-0.4801
-0.2497
2.1875
-0.047
0.355
-0.258
-0.0027
-0.5407
-0.3458
2.625
-0.047
0.736
-0.258
-0.0027
-0.6014
-0.6639
3.0625
-0.047
1.117
-0.258
-0.0027
-0.662
-1.3997
3.5
-0.047
1.498
-0.258
-0.0027
-0.7226
-4.1836
0
1.06
-1.497
0.258
0.0027
3.5583
-0.8568
0.4375
1.06
-1.117
0.258
0.0027
3.5419
-0.2849
0.875
1.06
-0.736
0.258
0.0027
3.556
1.4103
1.3125
1.06
-0.355
0.258
0.0027
3.57
2.5708
1.75
1.06
0.135
0.258
0.0027
3.584
2.9212
2.1875
1.06
1.987
0.258
0.0027
3.598
2.4615
2.625
1.06
3.839
0.258
0.0027
3.6121
1.1942
3.0625
1.06
5.69
0.258
0.0027
3.6261
-0.3464
3.5
1.06
7.542
0.258
0.0027
3.6401
-0.9363
0
1.06
-7.324
0.258
0.0027
-0.7226
-0.8568
0.4375
1.06
-5.472
0.258
0.0027
-0.662
-0.2849
0.875
1.06
-3.62
0.258
0.0027
-0.6014
1.4103
1.3125
1.06
-1.769
0.258
0.0027
-0.5407
2.5708
1.75
1.06
0.016
0.258
0.0027
-0.4801
2.9212
2.1875
1.06
0.397
0.258
0.0027
-0.4195
2.4615
2.625
1.06
0.777
0.258
0.0027
-0.3589
1.1942
3.0625
1.06
1.158
0.258
0.0027
-0.2983
-0.3464
Frame
Combo
185
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
1.06
1.539
0.258
T
KN-m
0.0027
M2
KN-m
-0.2377
M3
KN-m
-0.9363
0
1.06
-1.497
-0.442
0.0027
3.5583
-4.1836
0.4375
1.06
-1.117
-0.442
0.0027
3.5419
-1.3997
0.875
1.06
-0.736
-0.442
0.0027
3.556
-0.6639
1.3125
1.06
-0.355
-0.442
0.0027
3.57
-0.3458
1.75
1.06
0.135
-0.442
0.0027
3.584
-0.2497
2.1875
1.06
1.987
-0.442
0.0027
3.598
-0.3758
2.625
1.06
3.839
-0.442
0.0027
3.6121
-0.7266
3.0625
1.06
5.69
-0.442
0.0027
3.6261
-1.7191
3.5
1.06
7.542
-0.442
0.0027
3.6401
-4.6137
0
1.06
-7.324
-0.442
0.0027
-0.7226
-4.1836
0.4375
1.06
-5.472
-0.442
0.0027
-0.662
-1.3997
0.875
1.06
-3.62
-0.442
0.0027
-0.6014
-0.6639
1.3125
1.06
-1.769
-0.442
0.0027
-0.5407
-0.3458
1.75
1.06
0.016
-0.442
0.0027
-0.4801
-0.2497
2.1875
1.06
0.397
-0.442
0.0027
-0.4195
-0.3758
2.625
1.06
0.777
-0.442
0.0027
-0.3589
-0.7266
3.0625
1.06
1.158
-0.442
0.0027
-0.2983
-1.7191
3.5
1.06
1.539
-0.442
0.0027
-0.2377
-4.6137
0
-0.278
-1.497
0.258
-0.0009382
3.5583
-0.8568
0.4375
-0.278
-1.117
0.258
-0.0009382
3.5419
-0.2849
0.875
-0.278
-0.736
0.258
-0.0009382
3.556
1.4103
1.3125
-0.278
-0.355
0.258
-0.0009382
3.57
2.5708
1.75
-0.278
0.135
0.258
-0.0009382
3.584
2.9212
2.1875
-0.278
1.987
0.258
-0.0009382
3.598
2.4615
2.625
-0.278
3.839
0.258
-0.0009382
3.6121
1.1942
3.0625
-0.278
5.69
0.258
-0.0009382
3.6261
-0.3464
3.5
-0.278
7.542
0.258
-0.0009382
3.6401
-0.9363
0
-0.278
-7.324
0.258
-0.0009382
-0.7226
-0.8568
0.4375
-0.278
-5.472
0.258
-0.0009382
-0.662
-0.2849
Frame
Combo
185
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
185
186
186
186
186
186
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.278
-3.62
0.258
T
KN-m
-0.0009382
M2
KN-m
-0.6014
M3
KN-m
1.4103
1.3125
-0.278
-1.769
0.258
-0.0009382
-0.5407
2.5708
1.75
-0.278
0.016
0.258
-0.0009382
-0.4801
2.9212
2.1875
-0.278
0.397
0.258
-0.0009382
-0.4195
2.4615
2.625
-0.278
0.777
0.258
-0.0009382
-0.3589
1.1942
3.0625
-0.278
1.158
0.258
-0.0009382
-0.2983
-0.3464
3.5
-0.278
1.539
0.258
-0.0009382
-0.2377
-0.9363
0
-0.278
-1.497
-0.442
-0.0009382
3.5583
-4.1836
0.4375
-0.278
-1.117
-0.442
-0.0009382
3.5419
-1.3997
0.875
-0.278
-0.736
-0.442
-0.0009382
3.556
-0.6639
1.3125
-0.278
-0.355
-0.442
-0.0009382
3.57
-0.3458
1.75
-0.278
0.135
-0.442
-0.0009382
3.584
-0.2497
2.1875
-0.278
1.987
-0.442
-0.0009382
3.598
-0.3758
2.625
-0.278
3.839
-0.442
-0.0009382
3.6121
-0.7266
3.0625
-0.278
5.69
-0.442
-0.0009382
3.6261
-1.7191
3.5
-0.278
7.542
-0.442
-0.0009382
3.6401
-4.6137
0
-0.278
-7.324
-0.442
-0.0009382
-0.7226
-4.1836
0.4375
-0.278
-5.472
-0.442
-0.0009382
-0.662
-1.3997
0.875
-0.278
-3.62
-0.442
-0.0009382
-0.6014
-0.6639
1.3125
-0.278
-1.769
-0.442
-0.0009382
-0.5407
-0.3458
1.75
-0.278
0.016
-0.442
-0.0009382
-0.4801
-0.2497
2.1875
-0.278
0.397
-0.442
-0.0009382
-0.4195
-0.3758
2.625
-0.278
0.777
-0.442
-0.0009382
-0.3589
-0.7266
3.0625
-0.278
1.158
-0.442
-0.0009382
-0.2983
-1.7191
3.5
-0.278
1.539
-0.442
-0.0009382
-0.2377
-4.6137
0
1.295
-1.656
2.118
0.0142
4.7125
-0.9773
0.4375
1.295
-1.275
2.118
0.0142
3.9878
-0.3273
0.875
1.295
-0.894
2.118
0.0142
3.2631
1.3828
1.3125
1.295
-0.513
2.118
0.0142
2.5384
2.7407
1.75
1.295
-0.063
2.118
0.0142
1.8137
3.298
Frame
Combo
186
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
1.295
1.525
2.118
T
KN-m
0.0142
M2
KN-m
1.089
M3
KN-m
3.0666
2.625
1.295
3.377
2.118
0.0142
0.3643
2.0251
3.0625
1.295
5.229
2.118
0.0142
-0.3604
0.2125
3.5
1.295
7.08
2.118
0.0142
-0.6587
-0.3043
0
1.295
-8.078
2.118
0.0142
-1.4001
-0.9773
0.4375
1.295
-6.227
2.118
0.0142
-1.6858
-0.3273
0.875
1.295
-4.375
2.118
0.0142
-1.9715
1.3828
1.3125
1.295
-2.523
2.118
0.0142
-2.2572
2.7407
1.75
1.295
-0.672
2.118
0.0142
-2.5429
3.298
2.1875
1.295
-0.088
2.118
0.0142
-2.8286
3.0666
2.625
1.295
0.42
2.118
0.0142
-3.1143
2.0251
3.0625
1.295
0.927
2.118
0.0142
-3.4
0.2125
3.5
1.295
1.352
2.118
0.0142
-3.8951
-0.3043
0
1.295
-1.656
0.077
0.0142
4.7125
-4.798
0.4375
1.295
-1.275
0.077
0.0142
3.9878
-1.6687
0.875
1.295
-0.894
0.077
0.0142
3.2631
-0.5354
1.3125
1.295
-0.513
0.077
0.0142
2.5384
0.0227
1.75
1.295
-0.063
0.077
0.0142
1.8137
0.3393
2.1875
1.295
1.525
0.077
0.0142
1.089
0.4123
2.625
1.295
3.377
0.077
0.0142
0.3643
0.2633
3.0625
1.295
5.229
0.077
0.0142
-0.3604
-0.1617
3.5
1.295
7.08
0.077
0.0142
-0.6587
-2.6211
0
1.295
-8.078
0.077
0.0142
-1.4001
-4.798
0.4375
1.295
-6.227
0.077
0.0142
-1.6858
-1.6687
0.875
1.295
-4.375
0.077
0.0142
-1.9715
-0.5354
1.3125
1.295
-2.523
0.077
0.0142
-2.2572
0.0227
1.75
1.295
-0.672
0.077
0.0142
-2.5429
0.3393
2.1875
1.295
-0.088
0.077
0.0142
-2.8286
0.4123
2.625
1.295
0.42
0.077
0.0142
-3.1143
0.2633
3.0625
1.295
0.927
0.077
0.0142
-3.4
-0.1617
Frame
Combo
186
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
186
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
1.295
1.352
0.077
T
KN-m
0.0142
M2
KN-m
-3.8951
M3
KN-m
-2.6211
0
-0.121
-1.656
2.118
0.000204
4.7125
-0.9773
0.4375
-0.121
-1.275
2.118
0.000204
3.9878
-0.3273
0.875
-0.121
-0.894
2.118
0.000204
3.2631
1.3828
1.3125
-0.121
-0.513
2.118
0.000204
2.5384
2.7407
1.75
-0.121
-0.063
2.118
0.000204
1.8137
3.298
2.1875
-0.121
1.525
2.118
0.000204
1.089
3.0666
2.625
-0.121
3.377
2.118
0.000204
0.3643
2.0251
3.0625
-0.121
5.229
2.118
0.000204
-0.3604
0.2125
3.5
-0.121
7.08
2.118
0.000204
-0.6587
-0.3043
0
-0.121
-8.078
2.118
0.000204
-1.4001
-0.9773
0.4375
-0.121
-6.227
2.118
0.000204
-1.6858
-0.3273
0.875
-0.121
-4.375
2.118
0.000204
-1.9715
1.3828
1.3125
-0.121
-2.523
2.118
0.000204
-2.2572
2.7407
1.75
-0.121
-0.672
2.118
0.000204
-2.5429
3.298
2.1875
-0.121
-0.088
2.118
0.000204
-2.8286
3.0666
2.625
-0.121
0.42
2.118
0.000204
-3.1143
2.0251
3.0625
-0.121
0.927
2.118
0.000204
-3.4
0.2125
3.5
-0.121
1.352
2.118
0.000204
-3.8951
-0.3043
0
-0.121
-1.656
0.077
0.000204
4.7125
-4.798
0.4375
-0.121
-1.275
0.077
0.000204
3.9878
-1.6687
0.875
-0.121
-0.894
0.077
0.000204
3.2631
-0.5354
1.3125
-0.121
-0.513
0.077
0.000204
2.5384
0.0227
1.75
-0.121
-0.063
0.077
0.000204
1.8137
0.3393
2.1875
-0.121
1.525
0.077
0.000204
1.089
0.4123
2.625
-0.121
3.377
0.077
0.000204
0.3643
0.2633
3.0625
-0.121
5.229
0.077
0.000204
-0.3604
-0.1617
3.5
-0.121
7.08
0.077
0.000204
-0.6587
-2.6211
0
-0.121
-8.078
0.077
0.000204
-1.4001
-4.798
0.4375
-0.121
-6.227
0.077
0.000204
-1.6858
-1.6687
Frame
Combo
186
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
186
186
186
186
186
186
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.121
-4.375
0.077
T
KN-m
0.000204
M2
KN-m
-1.9715
M3
KN-m
-0.5354
1.3125
-0.121
-2.523
0.077
0.000204
-2.2572
0.0227
1.75
-0.121
-0.672
0.077
0.000204
-2.5429
0.3393
2.1875
-0.121
-0.088
0.077
0.000204
-2.8286
0.4123
2.625
-0.121
0.42
0.077
0.000204
-3.1143
0.2633
3.0625
-0.121
0.927
0.077
0.000204
-3.4
-0.1617
3.5
-0.121
1.352
0.077
0.000204
-3.8951
-2.6211
0
-0.282
-1.342
0.197
0.0008774
-0.2888
-0.2906
0.4375
-0.282
-0.891
0.197
0.0008774
0.3421
0.2719
0.875
-0.282
-0.383
0.197
0.0008774
1.8969
2.1094
1.3125
-0.282
0.125
0.197
0.0008774
3.4517
3.1374
1.75
-0.282
0.783
0.197
0.0008774
5.0065
3.3553
2.1875
-0.282
2.635
0.197
0.0008774
6.5614
2.7702
2.625
-0.282
4.486
0.197
0.0008774
8.1162
1.3847
3.0625
-0.282
6.338
0.197
0.0008774
9.671
-0.3649
3.5
-0.282
8.19
0.197
0.0008774
11.2258
-1.0181
0
-0.282
-7.04
0.197
0.0008774
-3.0213
-0.2906
0.4375
-0.282
-5.188
0.197
0.0008774
-2.1051
0.2719
0.875
-0.282
-3.337
0.197
0.0008774
-1.9288
2.1094
1.3125
-0.282
-1.485
0.197
0.0008774
-1.7524
3.1374
1.75
-0.282
0.16
0.197
0.0008774
-1.5761
3.3553
2.1875
-0.282
0.541
0.197
0.0008774
-1.3998
2.7702
2.625
-0.282
0.922
0.197
0.0008774
-1.2235
1.3847
3.0625
-0.282
1.303
0.197
0.0008774
-1.0472
-0.3649
3.5
-0.282
1.683
0.197
0.0008774
-0.9799
-1.0181
0
-0.282
-1.342
-3.966
0.0008774
-0.2888
-2.5249
0.4375
-0.282
-0.891
-3.966
0.0008774
0.3421
0.0483
0.875
-0.282
-0.383
-3.966
0.0008774
1.8969
0.3622
1.3125
-0.282
0.125
-3.966
0.0008774
3.4517
0.454
1.75
-0.282
0.783
-3.966
0.0008774
5.0065
0.3237
Frame
Combo
187
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.282
2.635
-3.966
T
KN-m
0.0008774
M2
KN-m
6.5614
M3
KN-m
-0.0359
2.625
-0.282
4.486
-3.966
0.0008774
8.1162
-0.6272
3.0625
-0.282
6.338
-3.966
0.0008774
9.671
-1.7837
3.5
-0.282
8.19
-3.966
0.0008774
11.2258
-4.9618
0
-0.282
-7.04
-3.966
0.0008774
-3.0213
-2.5249
0.4375
-0.282
-5.188
-3.966
0.0008774
-2.1051
0.0483
0.875
-0.282
-3.337
-3.966
0.0008774
-1.9288
0.3622
1.3125
-0.282
-1.485
-3.966
0.0008774
-1.7524
0.454
1.75
-0.282
0.16
-3.966
0.0008774
-1.5761
0.3237
2.1875
-0.282
0.541
-3.966
0.0008774
-1.3998
-0.0359
2.625
-0.282
0.922
-3.966
0.0008774
-1.2235
-0.6272
3.0625
-0.282
1.303
-3.966
0.0008774
-1.0472
-1.7837
3.5
-0.282
1.683
-3.966
0.0008774
-0.9799
-4.9618
0
-5.002
-1.342
0.197
-0.0237
-0.2888
-0.2906
0.4375
-5.002
-0.891
0.197
-0.0237
0.3421
0.2719
0.875
-5.002
-0.383
0.197
-0.0237
1.8969
2.1094
1.3125
-5.002
0.125
0.197
-0.0237
3.4517
3.1374
1.75
-5.002
0.783
0.197
-0.0237
5.0065
3.3553
2.1875
-5.002
2.635
0.197
-0.0237
6.5614
2.7702
2.625
-5.002
4.486
0.197
-0.0237
8.1162
1.3847
3.0625
-5.002
6.338
0.197
-0.0237
9.671
-0.3649
3.5
-5.002
8.19
0.197
-0.0237
11.2258
-1.0181
0
-5.002
-7.04
0.197
-0.0237
-3.0213
-0.2906
0.4375
-5.002
-5.188
0.197
-0.0237
-2.1051
0.2719
0.875
-5.002
-3.337
0.197
-0.0237
-1.9288
2.1094
1.3125
-5.002
-1.485
0.197
-0.0237
-1.7524
3.1374
1.75
-5.002
0.16
0.197
-0.0237
-1.5761
3.3553
2.1875
-5.002
0.541
0.197
-0.0237
-1.3998
2.7702
2.625
-5.002
0.922
0.197
-0.0237
-1.2235
1.3847
3.0625
-5.002
1.303
0.197
-0.0237
-1.0472
-0.3649
Frame
Combo
187
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
187
188
188
188
188
188
188
188
188
188
188
188
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-5.002
1.683
0.197
T
KN-m
-0.0237
M2
KN-m
-0.9799
M3
KN-m
-1.0181
0
-5.002
-1.342
-3.966
-0.0237
-0.2888
-2.5249
0.4375
-5.002
-0.891
-3.966
-0.0237
0.3421
0.0483
0.875
-5.002
-0.383
-3.966
-0.0237
1.8969
0.3622
1.3125
-5.002
0.125
-3.966
-0.0237
3.4517
0.454
1.75
-5.002
0.783
-3.966
-0.0237
5.0065
0.3237
2.1875
-5.002
2.635
-3.966
-0.0237
6.5614
-0.0359
2.625
-5.002
4.486
-3.966
-0.0237
8.1162
-0.6272
3.0625
-5.002
6.338
-3.966
-0.0237
9.671
-1.7837
3.5
-5.002
8.19
-3.966
-0.0237
11.2258
-4.9618
0
-5.002
-7.04
-3.966
-0.0237
-3.0213
-2.5249
0.4375
-5.002
-5.188
-3.966
-0.0237
-2.1051
0.0483
0.875
-5.002
-3.337
-3.966
-0.0237
-1.9288
0.3622
1.3125
-5.002
-1.485
-3.966
-0.0237
-1.7524
0.454
1.75
-5.002
0.16
-3.966
-0.0237
-1.5761
0.3237
2.1875
-5.002
0.541
-3.966
-0.0237
-1.3998
-0.0359
2.625
-5.002
0.922
-3.966
-0.0237
-1.2235
-0.6272
3.0625
-5.002
1.303
-3.966
-0.0237
-1.0472
-1.7837
3.5
-5.002
1.683
-3.966
-0.0237
-0.9799
-4.9618
0
0.047
-1.548
2.003
0.002
10.484
-0.9519
0.4375
0.047
-1.167
2.003
0.002
9.7095
-0.3579
0.875
0.047
-0.786
2.003
0.002
8.9349
1.1912
1.3125
0.047
-0.406
2.003
0.002
8.1604
2.4606
1.75
0.047
-0.025
2.003
0.002
7.3859
2.9206
2.1875
0.047
1.731
2.003
0.002
6.6113
2.5759
2.625
0.047
3.582
2.003
0.002
5.8368
1.4211
3.0625
0.047
5.434
2.003
0.002
5.0622
-0.2826
3.5
0.047
7.286
2.003
0.002
4.2877
-0.8516
0
0.047
-7.572
2.003
0.002
-0.825
-0.9519
0.4375
0.047
-5.72
2.003
0.002
-0.9156
-0.3579
Frame
Combo
188
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.047
-3.868
2.003
T
KN-m
0.002
M2
KN-m
-1.0062
M3
KN-m
1.1912
1.3125
0.047
-2.016
2.003
0.002
-1.0968
2.4606
1.75
0.047
-0.165
2.003
0.002
-1.1874
2.9206
2.1875
0.047
0.349
2.003
0.002
-1.278
2.5759
2.625
0.047
0.729
2.003
0.002
-1.3686
1.4211
3.0625
0.047
1.11
2.003
0.002
-1.4592
-0.2826
3.5
0.047
1.491
2.003
0.002
-1.5498
-0.8516
0
0.047
-1.548
0.09
0.002
10.484
-4.7017
0.4375
0.047
-1.167
0.09
0.002
9.7095
-1.7942
0.875
0.047
-0.786
0.09
0.002
8.9349
-0.7974
1.3125
0.047
-0.406
0.09
0.002
8.1604
-0.4308
1.75
0.047
-0.025
0.09
0.002
7.3859
-0.2869
2.1875
0.047
1.731
0.09
0.002
6.6113
-0.3707
2.625
0.047
3.582
0.09
0.002
5.8368
-0.6767
3.0625
0.047
5.434
0.09
0.002
5.0622
-1.3807
3.5
0.047
7.286
0.09
0.002
4.2877
-4.1501
0
0.047
-7.572
0.09
0.002
-0.825
-4.7017
0.4375
0.047
-5.72
0.09
0.002
-0.9156
-1.7942
0.875
0.047
-3.868
0.09
0.002
-1.0062
-0.7974
1.3125
0.047
-2.016
0.09
0.002
-1.0968
-0.4308
1.75
0.047
-0.165
0.09
0.002
-1.1874
-0.2869
2.1875
0.047
0.349
0.09
0.002
-1.278
-0.3707
2.625
0.047
0.729
0.09
0.002
-1.3686
-0.6767
3.0625
0.047
1.11
0.09
0.002
-1.4592
-1.3807
3.5
0.047
1.491
0.09
0.002
-1.5498
-4.1501
0
-3.716
-1.548
2.003
-0.0037
10.484
-0.9519
0.4375
-3.716
-1.167
2.003
-0.0037
9.7095
-0.3579
0.875
-3.716
-0.786
2.003
-0.0037
8.9349
1.1912
1.3125
-3.716
-0.406
2.003
-0.0037
8.1604
2.4606
1.75
-3.716
-0.025
2.003
-0.0037
7.3859
2.9206
Frame
Combo
188
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
188
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-3.716
1.731
2.003
T
KN-m
-0.0037
M2
KN-m
6.6113
M3
KN-m
2.5759
2.625
-3.716
3.582
2.003
-0.0037
5.8368
1.4211
3.0625
-3.716
5.434
2.003
-0.0037
5.0622
-0.2826
3.5
-3.716
7.286
2.003
-0.0037
4.2877
-0.8516
0
-3.716
-7.572
2.003
-0.0037
-0.825
-0.9519
0.4375
-3.716
-5.72
2.003
-0.0037
-0.9156
-0.3579
0.875
-3.716
-3.868
2.003
-0.0037
-1.0062
1.1912
1.3125
-3.716
-2.016
2.003
-0.0037
-1.0968
2.4606
1.75
-3.716
-0.165
2.003
-0.0037
-1.1874
2.9206
2.1875
-3.716
0.349
2.003
-0.0037
-1.278
2.5759
2.625
-3.716
0.729
2.003
-0.0037
-1.3686
1.4211
3.0625
-3.716
1.11
2.003
-0.0037
-1.4592
-0.2826
3.5
-3.716
1.491
2.003
-0.0037
-1.5498
-0.8516
0
-3.716
-1.548
0.09
-0.0037
10.484
-4.7017
0.4375
-3.716
-1.167
0.09
-0.0037
9.7095
-1.7942
0.875
-3.716
-0.786
0.09
-0.0037
8.9349
-0.7974
1.3125
-3.716
-0.406
0.09
-0.0037
8.1604
-0.4308
1.75
-3.716
-0.025
0.09
-0.0037
7.3859
-0.2869
2.1875
-3.716
1.731
0.09
-0.0037
6.6113
-0.3707
2.625
-3.716
3.582
0.09
-0.0037
5.8368
-0.6767
3.0625
-3.716
5.434
0.09
-0.0037
5.0622
-1.3807
3.5
-3.716
7.286
0.09
-0.0037
4.2877
-4.1501
0
-3.716
-7.572
0.09
-0.0037
-0.825
-4.7017
0.4375
-3.716
-5.72
0.09
-0.0037
-0.9156
-1.7942
0.875
-3.716
-3.868
0.09
-0.0037
-1.0062
-0.7974
1.3125
-3.716
-2.016
0.09
-0.0037
-1.0968
-0.4308
1.75
-3.716
-0.165
0.09
-0.0037
-1.1874
-0.2869
2.1875
-3.716
0.349
0.09
-0.0037
-1.278
-0.3707
2.625
-3.716
0.729
0.09
-0.0037
-1.3686
-0.6767
3.0625
-3.716
1.11
0.09
-0.0037
-1.4592
-1.3807
Frame
Combo
188
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-3.716
1.491
0.09
T
KN-m
-0.0037
M2
KN-m
-1.5498
M3
KN-m
-4.1501
0
0.047
-1.491
-0.09
0.0037
4.2877
-0.8517
0.4375
0.047
-1.11
-0.09
0.0037
5.0622
-0.2827
0.875
0.047
-0.729
-0.09
0.0037
5.8368
1.4211
1.3125
0.047
-0.349
-0.09
0.0037
6.6113
2.5759
1.75
0.047
0.165
-0.09
0.0037
7.3859
2.9206
2.1875
0.047
2.016
-0.09
0.0037
8.1604
2.4606
2.625
0.047
3.868
-0.09
0.0037
8.9349
1.1912
3.0625
0.047
5.72
-0.09
0.0037
9.7095
-0.3579
3.5
0.047
7.572
-0.09
0.0037
10.484
-0.9519
0
0.047
-7.283
-0.09
0.0037
-1.5498
-0.8517
0.4375
0.047
-5.431
-0.09
0.0037
-1.4592
-0.2827
0.875
0.047
-3.579
-0.09
0.0037
-1.3686
1.4211
1.3125
0.047
-1.728
-0.09
0.0037
-1.278
2.5759
1.75
0.047
0.025
-0.09
0.0037
-1.1874
2.9206
2.1875
0.047
0.406
-0.09
0.0037
-1.0968
2.4606
2.625
0.047
0.786
-0.09
0.0037
-1.0062
1.1912
3.0625
0.047
1.167
-0.09
0.0037
-0.9156
-0.3579
3.5
0.047
1.548
-0.09
0.0037
-0.825
-0.9519
0
0.047
-1.491
-2.003
0.0037
4.2877
-4.1501
0.4375
0.047
-1.11
-2.003
0.0037
5.0622
-1.3807
0.875
0.047
-0.729
-2.003
0.0037
5.8368
-0.6767
1.3125
0.047
-0.349
-2.003
0.0037
6.6113
-0.3707
1.75
0.047
0.165
-2.003
0.0037
7.3859
-0.2869
2.1875
0.047
2.016
-2.003
0.0037
8.1604
-0.4308
2.625
0.047
3.868
-2.003
0.0037
8.9349
-0.7974
3.0625
0.047
5.72
-2.003
0.0037
9.7095
-1.7942
3.5
0.047
7.572
-2.003
0.0037
10.484
-4.7017
0
0.047
-7.283
-2.003
0.0037
-1.5498
-4.1501
0.4375
0.047
-5.431
-2.003
0.0037
-1.4592
-1.3807
Frame
Combo
189
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
189
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.047
-3.579
-2.003
T
KN-m
0.0037
M2
KN-m
-1.3686
M3
KN-m
-0.6767
1.3125
0.047
-1.728
-2.003
0.0037
-1.278
-0.3707
1.75
0.047
0.025
-2.003
0.0037
-1.1874
-0.2869
2.1875
0.047
0.406
-2.003
0.0037
-1.0968
-0.4308
2.625
0.047
0.786
-2.003
0.0037
-1.0062
-0.7974
3.0625
0.047
1.167
-2.003
0.0037
-0.9156
-1.7942
3.5
0.047
1.548
-2.003
0.0037
-0.825
-4.7017
0
-3.716
-1.491
-0.09
-0.002
4.2877
-0.8517
0.4375
-3.716
-1.11
-0.09
-0.002
5.0622
-0.2827
0.875
-3.716
-0.729
-0.09
-0.002
5.8368
1.4211
1.3125
-3.716
-0.349
-0.09
-0.002
6.6113
2.5759
1.75
-3.716
0.165
-0.09
-0.002
7.3859
2.9206
2.1875
-3.716
2.016
-0.09
-0.002
8.1604
2.4606
2.625
-3.716
3.868
-0.09
-0.002
8.9349
1.1912
3.0625
-3.716
5.72
-0.09
-0.002
9.7095
-0.3579
3.5
-3.716
7.572
-0.09
-0.002
10.484
-0.9519
0
-3.716
-7.283
-0.09
-0.002
-1.5498
-0.8517
0.4375
-3.716
-5.431
-0.09
-0.002
-1.4592
-0.2827
0.875
-3.716
-3.579
-0.09
-0.002
-1.3686
1.4211
1.3125
-3.716
-1.728
-0.09
-0.002
-1.278
2.5759
1.75
-3.716
0.025
-0.09
-0.002
-1.1874
2.9206
2.1875
-3.716
0.406
-0.09
-0.002
-1.0968
2.4606
2.625
-3.716
0.786
-0.09
-0.002
-1.0062
1.1912
3.0625
-3.716
1.167
-0.09
-0.002
-0.9156
-0.3579
3.5
-3.716
1.548
-0.09
-0.002
-0.825
-0.9519
0
-3.716
-1.491
-2.003
-0.002
4.2877
-4.1501
0.4375
-3.716
-1.11
-2.003
-0.002
5.0622
-1.3807
0.875
-3.716
-0.729
-2.003
-0.002
5.8368
-0.6767
1.3125
-3.716
-0.349
-2.003
-0.002
6.6113
-0.3707
1.75
-3.716
0.165
-2.003
-0.002
7.3859
-0.2869
Frame
Combo
189
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
189
189
189
189
189
189
189
189
189
189
189
189
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
Station
m
2.1875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-3.716
2.016
-2.003
T
KN-m
-0.002
M2
KN-m
8.1604
M3
KN-m
-0.4308
2.625
-3.716
3.868
-2.003
-0.002
8.9349
-0.7974
3.0625
-3.716
5.72
-2.003
-0.002
9.7095
-1.7942
3.5
-3.716
7.572
-2.003
-0.002
10.484
-4.7017
0
-3.716
-7.283
-2.003
-0.002
-1.5498
-4.1501
0.4375
-3.716
-5.431
-2.003
-0.002
-1.4592
-1.3807
0.875
-3.716
-3.579
-2.003
-0.002
-1.3686
-0.6767
1.3125
-3.716
-1.728
-2.003
-0.002
-1.278
-0.3707
1.75
-3.716
0.025
-2.003
-0.002
-1.1874
-0.2869
2.1875
-3.716
0.406
-2.003
-0.002
-1.0968
-0.4308
2.625
-3.716
0.786
-2.003
-0.002
-1.0062
-0.7974
3.0625
-3.716
1.167
-2.003
-0.002
-0.9156
-1.7942
3.5
-3.716
1.548
-2.003
-0.002
-0.825
-4.7017
0
-0.282
-1.683
3.966
0.0237
11.2258
-1.0169
0.4375
-0.282
-1.302
3.966
0.0237
9.671
-0.364
0.875
-0.282
-0.921
3.966
0.0237
8.1162
1.3847
1.3125
-0.282
-0.54
3.966
0.0237
6.5614
2.7702
1.75
-0.282
-0.16
3.966
0.0237
5.0065
3.3553
2.1875
-0.282
1.505
3.966
0.0237
3.4517
3.1374
2.625
-0.282
3.356
3.966
0.0237
1.8969
2.1094
3.0625
-0.282
5.208
3.966
0.0237
0.3421
0.2719
3.5
-0.282
7.06
3.966
0.0237
-0.2888
-0.3565
0
-0.282
-8.19
3.966
0.0237
-0.9799
-1.0169
0.4375
-0.282
-6.338
3.966
0.0237
-1.0472
-0.364
0.875
-0.282
-4.486
3.966
0.0237
-1.2235
1.3847
1.3125
-0.282
-2.635
3.966
0.0237
-1.3998
2.7702
1.75
-0.282
-0.783
3.966
0.0237
-1.5761
3.3553
2.1875
-0.282
-0.105
3.966
0.0237
-1.7524
3.1374
2.625
-0.282
0.402
3.966
0.0237
-1.9288
2.1094
3.0625
-0.282
0.91
3.966
0.0237
-2.1051
0.2719
Frame
Combo
190
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.282
1.342
3.966
T
KN-m
0.0237
M2
KN-m
-3.0213
M3
KN-m
-0.3565
0
-0.282
-1.683
-0.197
0.0237
11.2258
-4.9618
0.4375
-0.282
-1.302
-0.197
0.0237
9.671
-1.7837
0.875
-0.282
-0.921
-0.197
0.0237
8.1162
-0.633
1.3125
-0.282
-0.54
-0.197
0.0237
6.5614
-0.0359
1.75
-0.282
-0.16
-0.197
0.0237
5.0065
0.3237
2.1875
-0.282
1.505
-0.197
0.0237
3.4517
0.454
2.625
-0.282
3.356
-0.197
0.0237
1.8969
0.3622
3.0625
-0.282
5.208
-0.197
0.0237
0.3421
0.0483
3.5
-0.282
7.06
-0.197
0.0237
-0.2888
-2.5742
0
-0.282
-8.19
-0.197
0.0237
-0.9799
-4.9618
0.4375
-0.282
-6.338
-0.197
0.0237
-1.0472
-1.7837
0.875
-0.282
-4.486
-0.197
0.0237
-1.2235
-0.633
1.3125
-0.282
-2.635
-0.197
0.0237
-1.3998
-0.0359
1.75
-0.282
-0.783
-0.197
0.0237
-1.5761
0.3237
2.1875
-0.282
-0.105
-0.197
0.0237
-1.7524
0.454
2.625
-0.282
0.402
-0.197
0.0237
-1.9288
0.3622
3.0625
-0.282
0.91
-0.197
0.0237
-2.1051
0.0483
3.5
-0.282
1.342
-0.197
0.0237
-3.0213
-2.5742
0
-5.002
-1.683
3.966
-0.0008774
11.2258
-1.0169
0.4375
-5.002
-1.302
3.966
-0.0008774
9.671
-0.364
0.875
-5.002
-0.921
3.966
-0.0008774
8.1162
1.3847
1.3125
-5.002
-0.54
3.966
-0.0008774
6.5614
2.7702
1.75
-5.002
-0.16
3.966
-0.0008774
5.0065
3.3553
2.1875
-5.002
1.505
3.966
-0.0008774
3.4517
3.1374
2.625
-5.002
3.356
3.966
-0.0008774
1.8969
2.1094
3.0625
-5.002
5.208
3.966
-0.0008774
0.3421
0.2719
3.5
-5.002
7.06
3.966
-0.0008774
-0.2888
-0.3565
0
-5.002
-8.19
3.966
-0.0008774
-0.9799
-1.0169
0.4375
-5.002
-6.338
3.966
-0.0008774
-1.0472
-0.364
Frame
Combo
190
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
190
191
191
191
191
191
Station
m
0.875
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-5.002
-4.486
3.966
T
KN-m
-0.0008774
M2
KN-m
-1.2235
M3
KN-m
1.3847
1.3125
-5.002
-2.635
3.966
-0.0008774
-1.3998
2.7702
1.75
-5.002
-0.783
3.966
-0.0008774
-1.5761
3.3553
2.1875
-5.002
-0.105
3.966
-0.0008774
-1.7524
3.1374
2.625
-5.002
0.402
3.966
-0.0008774
-1.9288
2.1094
3.0625
-5.002
0.91
3.966
-0.0008774
-2.1051
0.2719
3.5
-5.002
1.342
3.966
-0.0008774
-3.0213
-0.3565
0
-5.002
-1.683
-0.197
-0.0008774
11.2258
-4.9618
0.4375
-5.002
-1.302
-0.197
-0.0008774
9.671
-1.7837
0.875
-5.002
-0.921
-0.197
-0.0008774
8.1162
-0.633
1.3125
-5.002
-0.54
-0.197
-0.0008774
6.5614
-0.0359
1.75
-5.002
-0.16
-0.197
-0.0008774
5.0065
0.3237
2.1875
-5.002
1.505
-0.197
-0.0008774
3.4517
0.454
2.625
-5.002
3.356
-0.197
-0.0008774
1.8969
0.3622
3.0625
-5.002
5.208
-0.197
-0.0008774
0.3421
0.0483
3.5
-5.002
7.06
-0.197
-0.0008774
-0.2888
-2.5742
0
-5.002
-8.19
-0.197
-0.0008774
-0.9799
-4.9618
0.4375
-5.002
-6.338
-0.197
-0.0008774
-1.0472
-1.7837
0.875
-5.002
-4.486
-0.197
-0.0008774
-1.2235
-0.633
1.3125
-5.002
-2.635
-0.197
-0.0008774
-1.3998
-0.0359
1.75
-5.002
-0.783
-0.197
-0.0008774
-1.5761
0.3237
2.1875
-5.002
-0.105
-0.197
-0.0008774
-1.7524
0.454
2.625
-5.002
0.402
-0.197
-0.0008774
-1.9288
0.3622
3.0625
-5.002
0.91
-0.197
-0.0008774
-2.1051
0.0483
3.5
-5.002
1.342
-0.197
-0.0008774
-3.0213
-2.5742
0
2.501
24.706
2.067
0.0457
0.1672
24.9747
0.4
2.501
24.818
2.067
0.0457
0.2304
15.0699
0
2.501
-2.168
2.067
0.0457
-0.0794
24.9747
0.4
2.501
-2.055
2.067
0.0457
-0.6596
15.0699
0
2.501
24.706
-0.774
0.0457
0.1672
-1.5201
Frame
Combo
191
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
191
191
191
191
191
191
191
191
191
191
192
192
192
192
192
192
192
192
192
192
192
192
192
192
192
192
193
193
193
Station
m
0.4
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
2.501
24.818
-0.774
T
KN-m
0.0457
M2
KN-m
0.2304
M3
KN-m
-0.6755
0
2.501
-2.168
-0.774
0.0457
-0.0794
-1.5201
0.4
2.501
-2.055
-0.774
0.0457
-0.6596
-0.6755
0
-18.298
24.706
2.067
0.0006552
0.1672
24.9747
0.4
-18.298
24.818
2.067
0.0006552
0.2304
15.0699
0
-18.298
-2.168
2.067
0.0006552
-0.0794
24.9747
0.4
-18.298
-2.055
2.067
0.0006552
-0.6596
15.0699
0
-18.298
24.706
-0.774
0.0006552
0.1672
-1.5201
0.4
-18.298
24.818
-0.774
0.0006552
0.2304
-0.6755
0
-18.298
-2.168
-0.774
0.0006552
-0.0794
-1.5201
0.4
-18.298
-2.055
-0.774
0.0006552
-0.6596
-0.6755
0
2.468
30.61
0.051
0.0077
0.0202
15.0686
0.4
2.468
30.722
0.051
0.0077
1.235E-15
2.8021
0
2.468
-1.051
0.051
0.0077
-0.0197
15.0686
0.4
2.468
-0.939
0.051
0.0077
-1.288E-15
2.8021
0
2.468
30.61
-0.049
0.0077
0.0202
-0.6858
0.4
2.468
30.722
-0.049
0.0077
1.235E-15
-0.3761
0
2.468
-1.051
-0.049
0.0077
-0.0197
-0.6858
0.4
2.468
-0.939
-0.049
0.0077
-1.288E-15
-0.3761
0
-18.386
30.61
0.051
-0.0075
0.0202
15.0686
0.4
-18.386
30.722
0.051
-0.0075
1.235E-15
2.8021
0
-18.386
-1.051
0.051
-0.0075
-0.0197
15.0686
0.4
-18.386
-0.939
0.051
-0.0075
-1.288E-15
2.8021
0
-18.386
30.61
-0.049
-0.0075
0.0202
-0.6858
0.4
-18.386
30.722
-0.049
-0.0075
1.235E-15
-0.3761
0
-18.386
-1.051
-0.049
-0.0075
-0.0197
-0.6858
0.4
-18.386
-0.939
-0.049
-0.0075
-1.288E-15
-0.3761
0
2.036
-0.979
-0.006299
0.0211
0.2368
0.3139
0.4375
2.036
-0.471
-0.006299
0.0211
0.2403
2.4909
0.875
2.036
0.036
-0.006299
0.0211
0.2473
4.064
Frame
Combo
193
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
Station
m
1.3125
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
2.036
0.544
-0.006299
T
KN-m
0.0211
M2
KN-m
0.2619
M3
KN-m
4.8271
1.75
2.036
1.616
-0.006299
0.0211
0.2764
4.7801
2.1875
2.036
3.468
-0.006299
0.0211
0.2909
3.9229
2.625
2.036
5.32
-0.006299
0.0211
0.3054
2.2556
3.0625
2.036
7.171
-0.006299
0.0211
0.32
-0.2218
3.5
2.036
9.023
-0.006299
0.0211
0.3345
-1.1383
0
2.036
-6.398
-0.006299
0.0211
-0.672
0.3139
0.4375
2.036
-4.546
-0.006299
0.0211
-0.6197
2.4909
0.875
2.036
-2.695
-0.006299
0.0211
-0.5711
4.064
1.3125
2.036
-0.843
-0.006299
0.0211
-0.5299
4.8271
1.75
2.036
0.332
-0.006299
0.0211
-0.4887
4.7801
2.1875
2.036
0.712
-0.006299
0.0211
-0.4476
3.9229
2.625
2.036
1.093
-0.006299
0.0211
-0.4064
2.2556
3.0625
2.036
1.474
-0.006299
0.0211
-0.3652
-0.2218
3.5
2.036
1.855
-0.006299
0.0211
-0.3241
-1.1383
0
2.036
-0.979
-0.119
0.0211
0.2368
-0.1632
0.4375
2.036
-0.471
-0.119
0.0211
0.2403
0.3728
0.875
2.036
0.036
-0.119
0.0211
0.2473
0.4797
1.3125
2.036
0.544
-0.119
0.0211
0.2619
0.3644
1.75
2.036
1.616
-0.119
0.0211
0.2764
0.027
2.1875
2.036
3.468
-0.119
0.0211
0.2909
-0.5325
2.625
2.036
5.32
-0.119
0.0211
0.3054
-1.3141
3.0625
2.036
7.171
-0.119
0.0211
0.32
-2.3178
3.5
2.036
9.023
-0.119
0.0211
0.3345
-5.5367
0
2.036
-6.398
-0.119
0.0211
-0.672
-0.1632
0.4375
2.036
-4.546
-0.119
0.0211
-0.6197
0.3728
0.875
2.036
-2.695
-0.119
0.0211
-0.5711
0.4797
1.3125
2.036
-0.843
-0.119
0.0211
-0.5299
0.3644
1.75
2.036
0.332
-0.119
0.0211
-0.4887
0.027
2.1875
2.036
0.712
-0.119
0.0211
-0.4476
-0.5325
Frame
Combo
193
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
193
Station
m
2.625
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
2.036
1.093
-0.119
T
KN-m
0.0211
M2
KN-m
-0.4064
M3
KN-m
-1.3141
3.0625
2.036
1.474
-0.119
0.0211
-0.3652
-2.3178
3.5
2.036
1.855
-0.119
0.0211
-0.3241
-5.5367
0
-0.758
-0.979
-0.006299
0.0001067
0.2368
0.3139
0.4375
-0.758
-0.471
-0.006299
0.0001067
0.2403
2.4909
0.875
-0.758
0.036
-0.006299
0.0001067
0.2473
4.064
1.3125
-0.758
0.544
-0.006299
0.0001067
0.2619
4.8271
1.75
-0.758
1.616
-0.006299
0.0001067
0.2764
4.7801
2.1875
-0.758
3.468
-0.006299
0.0001067
0.2909
3.9229
2.625
-0.758
5.32
-0.006299
0.0001067
0.3054
2.2556
3.0625
-0.758
7.171
-0.006299
0.0001067
0.32
-0.2218
3.5
-0.758
9.023
-0.006299
0.0001067
0.3345
-1.1383
0
-0.758
-6.398
-0.006299
0.0001067
-0.672
0.3139
0.4375
-0.758
-4.546
-0.006299
0.0001067
-0.6197
2.4909
0.875
-0.758
-2.695
-0.006299
0.0001067
-0.5711
4.064
1.3125
-0.758
-0.843
-0.006299
0.0001067
-0.5299
4.8271
1.75
-0.758
0.332
-0.006299
0.0001067
-0.4887
4.7801
2.1875
-0.758
0.712
-0.006299
0.0001067
-0.4476
3.9229
2.625
-0.758
1.093
-0.006299
0.0001067
-0.4064
2.2556
3.0625
-0.758
1.474
-0.006299
0.0001067
-0.3652
-0.2218
3.5
-0.758
1.855
-0.006299
0.0001067
-0.3241
-1.1383
0
-0.758
-0.979
-0.119
0.0001067
0.2368
-0.1632
0.4375
-0.758
-0.471
-0.119
0.0001067
0.2403
0.3728
0.875
-0.758
0.036
-0.119
0.0001067
0.2473
0.4797
1.3125
-0.758
0.544
-0.119
0.0001067
0.2619
0.3644
1.75
-0.758
1.616
-0.119
0.0001067
0.2764
0.027
2.1875
-0.758
3.468
-0.119
0.0001067
0.2909
-0.5325
2.625
-0.758
5.32
-0.119
0.0001067
0.3054
-1.3141
3.0625
-0.758
7.171
-0.119
0.0001067
0.32
-2.3178
3.5
-0.758
9.023
-0.119
0.0001067
0.3345
-5.5367
Frame
Combo
193
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
193
193
193
193
193
193
193
193
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
Station
m
0
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.758
-6.398
-0.119
T
KN-m
0.0001067
M2
KN-m
-0.672
M3
KN-m
-0.1632
0.4375
-0.758
-4.546
-0.119
0.0001067
-0.6197
0.3728
0.875
-0.758
-2.695
-0.119
0.0001067
-0.5711
0.4797
1.3125
-0.758
-0.843
-0.119
0.0001067
-0.5299
0.3644
1.75
-0.758
0.332
-0.119
0.0001067
-0.4887
0.027
2.1875
-0.758
0.712
-0.119
0.0001067
-0.4476
-0.5325
2.625
-0.758
1.093
-0.119
0.0001067
-0.4064
-1.3141
3.0625
-0.758
1.474
-0.119
0.0001067
-0.3652
-2.3178
3.5
-0.758
1.855
-0.119
0.0001067
-0.3241
-5.5367
0
1.619
-1.629
0.011
0.0041
0.4008
-1.1342
0.4375
1.619
-1.248
0.011
0.0041
0.4082
-0.4848
0.875
1.619
-0.867
0.011
0.0041
0.4157
1.6833
1.3125
1.619
-0.486
0.011
0.0041
0.4231
3.0413
1.75
1.619
-0.106
0.011
0.0041
0.4306
3.5891
2.1875
1.619
1.526
0.011
0.0041
0.438
3.3269
2.625
1.619
3.377
0.011
0.0041
0.4455
2.2545
3.0625
1.619
5.229
0.011
0.0041
0.4529
0.3721
3.5
1.619
7.081
0.011
0.0041
0.4604
-0.7639
0
1.619
-7.921
0.011
0.0041
-0.45
-1.1342
0.4375
1.619
-6.07
0.011
0.0041
-0.4248
-0.4848
0.875
1.619
-4.218
0.011
0.0041
-0.3997
1.6833
1.3125
1.619
-2.366
0.011
0.0041
-0.3746
3.0413
1.75
1.619
-0.515
0.011
0.0041
-0.3495
3.5891
2.1875
1.619
0.178
0.011
0.0041
-0.3244
3.3269
2.625
1.619
0.656
0.011
0.0041
-0.2993
2.2545
3.0625
1.619
1.036
0.011
0.0041
-0.2741
0.3721
3.5
1.619
1.417
0.011
0.0041
-0.249
-0.7639
0
1.619
-1.629
-0.086
0.0041
0.4008
-5.5195
0.4375
1.619
-1.248
-0.086
0.0041
0.4082
-2.6421
0.875
1.619
-0.867
-0.086
0.0041
0.4157
-1.9429
Frame
Combo
194
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
Station
m
1.3125
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
1.619
-0.486
-0.086
T
KN-m
0.0041
M2
KN-m
0.4231
M3
KN-m
-1.4658
1.75
1.619
-0.106
-0.086
0.0041
0.4306
-1.2108
2.1875
1.619
1.526
-0.086
0.0041
0.438
-1.178
2.625
1.619
3.377
-0.086
0.0041
0.4455
-1.3672
3.0625
1.619
5.229
-0.086
0.0041
0.4529
-1.7786
3.5
1.619
7.081
-0.086
0.0041
0.4604
-3.7196
0
1.619
-7.921
-0.086
0.0041
-0.45
-5.5195
0.4375
1.619
-6.07
-0.086
0.0041
-0.4248
-2.6421
0.875
1.619
-4.218
-0.086
0.0041
-0.3997
-1.9429
1.3125
1.619
-2.366
-0.086
0.0041
-0.3746
-1.4658
1.75
1.619
-0.515
-0.086
0.0041
-0.3495
-1.2108
2.1875
1.619
0.178
-0.086
0.0041
-0.3244
-1.178
2.625
1.619
0.656
-0.086
0.0041
-0.2993
-1.3672
3.0625
1.619
1.036
-0.086
0.0041
-0.2741
-1.7786
3.5
1.619
1.417
-0.086
0.0041
-0.249
-3.7196
0
-0.24
-1.629
0.011
-0.0019
0.4008
-1.1342
0.4375
-0.24
-1.248
0.011
-0.0019
0.4082
-0.4848
0.875
-0.24
-0.867
0.011
-0.0019
0.4157
1.6833
1.3125
-0.24
-0.486
0.011
-0.0019
0.4231
3.0413
1.75
-0.24
-0.106
0.011
-0.0019
0.4306
3.5891
2.1875
-0.24
1.526
0.011
-0.0019
0.438
3.3269
2.625
-0.24
3.377
0.011
-0.0019
0.4455
2.2545
3.0625
-0.24
5.229
0.011
-0.0019
0.4529
0.3721
3.5
-0.24
7.081
0.011
-0.0019
0.4604
-0.7639
0
-0.24
-7.921
0.011
-0.0019
-0.45
-1.1342
0.4375
-0.24
-6.07
0.011
-0.0019
-0.4248
-0.4848
0.875
-0.24
-4.218
0.011
-0.0019
-0.3997
1.6833
1.3125
-0.24
-2.366
0.011
-0.0019
-0.3746
3.0413
1.75
-0.24
-0.515
0.011
-0.0019
-0.3495
3.5891
2.1875
-0.24
0.178
0.011
-0.0019
-0.3244
3.3269
Frame
Combo
194
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
194
195
195
195
195
195
195
195
195
195
Station
m
2.625
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.24
0.656
0.011
T
KN-m
-0.0019
M2
KN-m
-0.2993
M3
KN-m
2.2545
3.0625
-0.24
1.036
0.011
-0.0019
-0.2741
0.3721
3.5
-0.24
1.417
0.011
-0.0019
-0.249
-0.7639
0
-0.24
-1.629
-0.086
-0.0019
0.4008
-5.5195
0.4375
-0.24
-1.248
-0.086
-0.0019
0.4082
-2.6421
0.875
-0.24
-0.867
-0.086
-0.0019
0.4157
-1.9429
1.3125
-0.24
-0.486
-0.086
-0.0019
0.4231
-1.4658
1.75
-0.24
-0.106
-0.086
-0.0019
0.4306
-1.2108
2.1875
-0.24
1.526
-0.086
-0.0019
0.438
-1.178
2.625
-0.24
3.377
-0.086
-0.0019
0.4455
-1.3672
3.0625
-0.24
5.229
-0.086
-0.0019
0.4529
-1.7786
3.5
-0.24
7.081
-0.086
-0.0019
0.4604
-3.7196
0
-0.24
-7.921
-0.086
-0.0019
-0.45
-5.5195
0.4375
-0.24
-6.07
-0.086
-0.0019
-0.4248
-2.6421
0.875
-0.24
-4.218
-0.086
-0.0019
-0.3997
-1.9429
1.3125
-0.24
-2.366
-0.086
-0.0019
-0.3746
-1.4658
1.75
-0.24
-0.515
-0.086
-0.0019
-0.3495
-1.2108
2.1875
-0.24
0.178
-0.086
-0.0019
-0.3244
-1.178
2.625
-0.24
0.656
-0.086
-0.0019
-0.2993
-1.3672
3.0625
-0.24
1.036
-0.086
-0.0019
-0.2741
-1.7786
3.5
-0.24
1.417
-0.086
-0.0019
-0.249
-3.7196
0
1.637
-1.417
0.082
0.0019
0.4525
-0.7642
0.4375
1.637
-1.036
0.082
0.0019
0.4478
0.3721
0.875
1.637
-0.656
0.082
0.0019
0.4431
2.2545
1.3125
1.637
-0.178
0.082
0.0019
0.4385
3.3269
1.75
1.637
0.515
0.082
0.0019
0.4338
3.5891
2.1875
1.637
2.366
0.082
0.0019
0.4292
3.0413
2.625
1.637
4.218
0.082
0.0019
0.4245
1.6833
3.0625
1.637
6.07
0.082
0.0019
0.4199
-0.4848
3.5
1.637
7.921
0.082
0.0019
0.4152
-1.1339
Frame
Combo
195
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
Station
m
0
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
1.637
-7.081
0.082
T
KN-m
0.0019
M2
KN-m
-0.2559
M3
KN-m
-0.7642
0.4375
1.637
-5.229
0.082
0.0019
-0.2796
0.3721
0.875
1.637
-3.377
0.082
0.0019
-0.3032
2.2545
1.3125
1.637
-1.526
0.082
0.0019
-0.3269
3.3269
1.75
1.637
0.106
0.082
0.0019
-0.3506
3.5891
2.1875
1.637
0.486
0.082
0.0019
-0.3742
3.0413
2.625
1.637
0.867
0.082
0.0019
-0.3979
1.6833
3.0625
1.637
1.248
0.082
0.0019
-0.4216
-0.4848
3.5
1.637
1.629
0.082
0.0019
-0.4453
-1.1339
0
1.637
-1.417
-0.018
0.0019
0.4525
-3.7196
0.4375
1.637
-1.036
-0.018
0.0019
0.4478
-1.7786
0.875
1.637
-0.656
-0.018
0.0019
0.4431
-1.3672
1.3125
1.637
-0.178
-0.018
0.0019
0.4385
-1.178
1.75
1.637
0.515
-0.018
0.0019
0.4338
-1.2108
2.1875
1.637
2.366
-0.018
0.0019
0.4292
-1.4658
2.625
1.637
4.218
-0.018
0.0019
0.4245
-1.9429
3.0625
1.637
6.07
-0.018
0.0019
0.4199
-2.6421
3.5
1.637
7.921
-0.018
0.0019
0.4152
-5.5195
0
1.637
-7.081
-0.018
0.0019
-0.2559
-3.7196
0.4375
1.637
-5.229
-0.018
0.0019
-0.2796
-1.7786
0.875
1.637
-3.377
-0.018
0.0019
-0.3032
-1.3672
1.3125
1.637
-1.526
-0.018
0.0019
-0.3269
-1.178
1.75
1.637
0.106
-0.018
0.0019
-0.3506
-1.2108
2.1875
1.637
0.486
-0.018
0.0019
-0.3742
-1.4658
2.625
1.637
0.867
-0.018
0.0019
-0.3979
-1.9429
3.0625
1.637
1.248
-0.018
0.0019
-0.4216
-2.6421
3.5
1.637
1.629
-0.018
0.0019
-0.4453
-5.5195
0
-0.256
-1.417
0.082
-0.0041
0.4525
-0.7642
0.4375
-0.256
-1.036
0.082
-0.0041
0.4478
0.3721
0.875
-0.256
-0.656
0.082
-0.0041
0.4431
2.2545
Frame
Combo
195
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
195
Station
m
1.3125
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.256
-0.178
0.082
T
KN-m
-0.0041
M2
KN-m
0.4385
M3
KN-m
3.3269
1.75
-0.256
0.515
0.082
-0.0041
0.4338
3.5891
2.1875
-0.256
2.366
0.082
-0.0041
0.4292
3.0413
2.625
-0.256
4.218
0.082
-0.0041
0.4245
1.6833
3.0625
-0.256
6.07
0.082
-0.0041
0.4199
-0.4848
3.5
-0.256
7.921
0.082
-0.0041
0.4152
-1.1339
0
-0.256
-7.081
0.082
-0.0041
-0.2559
-0.7642
0.4375
-0.256
-5.229
0.082
-0.0041
-0.2796
0.3721
0.875
-0.256
-3.377
0.082
-0.0041
-0.3032
2.2545
1.3125
-0.256
-1.526
0.082
-0.0041
-0.3269
3.3269
1.75
-0.256
0.106
0.082
-0.0041
-0.3506
3.5891
2.1875
-0.256
0.486
0.082
-0.0041
-0.3742
3.0413
2.625
-0.256
0.867
0.082
-0.0041
-0.3979
1.6833
3.0625
-0.256
1.248
0.082
-0.0041
-0.4216
-0.4848
3.5
-0.256
1.629
0.082
-0.0041
-0.4453
-1.1339
0
-0.256
-1.417
-0.018
-0.0041
0.4525
-3.7196
0.4375
-0.256
-1.036
-0.018
-0.0041
0.4478
-1.7786
0.875
-0.256
-0.656
-0.018
-0.0041
0.4431
-1.3672
1.3125
-0.256
-0.178
-0.018
-0.0041
0.4385
-1.178
1.75
-0.256
0.515
-0.018
-0.0041
0.4338
-1.2108
2.1875
-0.256
2.366
-0.018
-0.0041
0.4292
-1.4658
2.625
-0.256
4.218
-0.018
-0.0041
0.4245
-1.9429
3.0625
-0.256
6.07
-0.018
-0.0041
0.4199
-2.6421
3.5
-0.256
7.921
-0.018
-0.0041
0.4152
-5.5195
0
-0.256
-7.081
-0.018
-0.0041
-0.2559
-3.7196
0.4375
-0.256
-5.229
-0.018
-0.0041
-0.2796
-1.7786
0.875
-0.256
-3.377
-0.018
-0.0041
-0.3032
-1.3672
1.3125
-0.256
-1.526
-0.018
-0.0041
-0.3269
-1.178
1.75
-0.256
0.106
-0.018
-0.0041
-0.3506
-1.2108
2.1875
-0.256
0.486
-0.018
-0.0041
-0.3742
-1.4658
Frame
Combo
195
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
195
195
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
Station
m
2.625
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.256
0.867
-0.018
T
KN-m
-0.0041
M2
KN-m
-0.3979
M3
KN-m
-1.9429
3.0625
-0.256
1.248
-0.018
-0.0041
-0.4216
-2.6421
3.5
-0.256
1.629
-0.018
-0.0041
-0.4453
-5.5195
0
2.039
-1.855
0.115
-0.0001067
0.3333
-1.1382
0.4375
2.039
-1.474
0.115
-0.0001067
0.3189
-0.2218
0.875
2.039
-1.093
0.115
-0.0001067
0.3046
2.2556
1.3125
2.039
-0.712
0.115
-0.0001067
0.2903
3.9229
1.75
2.039
-0.332
0.115
-0.0001067
0.276
4.7801
2.1875
2.039
0.845
0.115
-0.0001067
0.2617
4.8271
2.625
2.039
2.697
0.115
-0.0001067
0.2474
4.064
3.0625
2.039
4.548
0.115
-0.0001067
0.2405
2.4909
3.5
2.039
6.4
0.115
-0.0001067
0.2373
0.3124
0
2.039
-9.023
0.115
-0.0001067
-0.3237
-1.1382
0.4375
2.039
-7.171
0.115
-0.0001067
-0.363
-0.2218
0.875
2.039
-5.32
0.115
-0.0001067
-0.4023
2.2556
1.3125
2.039
-3.468
0.115
-0.0001067
-0.4417
3.9229
1.75
2.039
-1.616
0.115
-0.0001067
-0.481
4.7801
2.1875
2.039
-0.543
0.115
-0.0001067
-0.5203
4.8271
2.625
2.039
-0.035
0.115
-0.0001067
-0.5596
4.064
3.0625
2.039
0.473
0.115
-0.0001067
-0.6065
2.4909
3.5
2.039
0.98
0.115
-0.0001067
-0.6569
0.3124
0
2.039
-1.855
0.006299
-0.0001067
0.3333
-5.5367
0.4375
2.039
-1.474
0.006299
-0.0001067
0.3189
-2.3178
0.875
2.039
-1.093
0.006299
-0.0001067
0.3046
-1.3141
1.3125
2.039
-0.712
0.006299
-0.0001067
0.2903
-0.5325
1.75
2.039
-0.332
0.006299
-0.0001067
0.276
0.027
2.1875
2.039
0.845
0.006299
-0.0001067
0.2617
0.3644
2.625
2.039
2.697
0.006299
-0.0001067
0.2474
0.4797
3.0625
2.039
4.548
0.006299
-0.0001067
0.2405
0.3728
3.5
2.039
6.4
0.006299
-0.0001067
0.2373
-0.1625
Frame
Combo
196
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
196
Station
m
0
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
2.039
-9.023
0.006299
T
KN-m
-0.0001067
M2
KN-m
-0.3237
M3
KN-m
-5.5367
0.4375
2.039
-7.171
0.006299
-0.0001067
-0.363
-2.3178
0.875
2.039
-5.32
0.006299
-0.0001067
-0.4023
-1.3141
1.3125
2.039
-3.468
0.006299
-0.0001067
-0.4417
-0.5325
1.75
2.039
-1.616
0.006299
-0.0001067
-0.481
0.027
2.1875
2.039
-0.543
0.006299
-0.0001067
-0.5203
0.3644
2.625
2.039
-0.035
0.006299
-0.0001067
-0.5596
0.4797
3.0625
2.039
0.473
0.006299
-0.0001067
-0.6065
0.3728
3.5
2.039
0.98
0.006299
-0.0001067
-0.6569
-0.1625
0
-0.741
-1.855
0.115
-0.0211
0.3333
-1.1382
0.4375
-0.741
-1.474
0.115
-0.0211
0.3189
-0.2218
0.875
-0.741
-1.093
0.115
-0.0211
0.3046
2.2556
1.3125
-0.741
-0.712
0.115
-0.0211
0.2903
3.9229
1.75
-0.741
-0.332
0.115
-0.0211
0.276
4.7801
2.1875
-0.741
0.845
0.115
-0.0211
0.2617
4.8271
2.625
-0.741
2.697
0.115
-0.0211
0.2474
4.064
3.0625
-0.741
4.548
0.115
-0.0211
0.2405
2.4909
3.5
-0.741
6.4
0.115
-0.0211
0.2373
0.3124
0
-0.741
-9.023
0.115
-0.0211
-0.3237
-1.1382
0.4375
-0.741
-7.171
0.115
-0.0211
-0.363
-0.2218
0.875
-0.741
-5.32
0.115
-0.0211
-0.4023
2.2556
1.3125
-0.741
-3.468
0.115
-0.0211
-0.4417
3.9229
1.75
-0.741
-1.616
0.115
-0.0211
-0.481
4.7801
2.1875
-0.741
-0.543
0.115
-0.0211
-0.5203
4.8271
2.625
-0.741
-0.035
0.115
-0.0211
-0.5596
4.064
3.0625
-0.741
0.473
0.115
-0.0211
-0.6065
2.4909
3.5
-0.741
0.98
0.115
-0.0211
-0.6569
0.3124
0
-0.741
-1.855
0.006299
-0.0211
0.3333
-5.5367
0.4375
-0.741
-1.474
0.006299
-0.0211
0.3189
-2.3178
0.875
-0.741
-1.093
0.006299
-0.0211
0.3046
-1.3141
Frame
Combo
196
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
196
196
196
196
196
196
196
196
196
196
196
196
196
196
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
Station
m
1.3125
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.741
-0.712
0.006299
T
KN-m
-0.0211
M2
KN-m
0.2903
M3
KN-m
-0.5325
1.75
-0.741
-0.332
0.006299
-0.0211
0.276
0.027
2.1875
-0.741
0.845
0.006299
-0.0211
0.2617
0.3644
2.625
-0.741
2.697
0.006299
-0.0211
0.2474
0.4797
3.0625
-0.741
4.548
0.006299
-0.0211
0.2405
0.3728
3.5
-0.741
6.4
0.006299
-0.0211
0.2373
-0.1625
0
-0.741
-9.023
0.006299
-0.0211
-0.3237
-5.5367
0.4375
-0.741
-7.171
0.006299
-0.0211
-0.363
-2.3178
0.875
-0.741
-5.32
0.006299
-0.0211
-0.4023
-1.3141
1.3125
-0.741
-3.468
0.006299
-0.0211
-0.4417
-0.5325
1.75
-0.741
-1.616
0.006299
-0.0211
-0.481
0.027
2.1875
-0.741
-0.543
0.006299
-0.0211
-0.5203
0.3644
2.625
-0.741
-0.035
0.006299
-0.0211
-0.5596
0.4797
3.0625
-0.741
0.473
0.006299
-0.0211
-0.6065
0.3728
3.5
-0.741
0.98
0.006299
-0.0211
-0.6569
-0.1625
0
0.185
0.494
0.263
0.0015
0.1461
-0.0308
0.5
0.185
0.309
0.187
0.0015
0.0338
0.3388
1
0.185
0.123
0.111
0.0015
0.0445
0.6141
1.5
0.185
0.024
0.035
0.0015
0.0808
0.7084
2
0.185
0.365
0.042
0.0015
0.0791
0.6216
2.5
0.185
0.727
0.118
0.0015
0.0394
0.3536
3
0.185
1.09
0.194
0.0015
0.0425
0.1894
3.5
0.185
1.452
0.27
0.0015
0.1582
0.5512
0
0.185
-1.112
0.263
0.0015
-0.144
-0.0308
0.5
0.185
-0.75
0.187
0.0015
-0.0315
0.3388
1
0.185
-0.388
0.111
0.0015
-0.0423
0.6141
1.5
0.185
-0.092
0.035
0.0015
-0.0787
0.7084
2
0.185
-0.277
0.042
0.0015
-0.0771
0.6216
2.5
0.185
-0.463
0.118
0.0015
-0.0375
0.3536
3
0.185
-0.649
0.194
0.0015
-0.0406
0.1894
Frame
Combo
197
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.185
-0.835
0.27
T
KN-m
0.0015
M2
KN-m
-0.1564
M3
KN-m
0.5512
0
0.185
0.494
-0.263
0.0015
0.1461
-0.2089
0.5
0.185
0.309
-0.187
0.0015
0.0338
-0.3181
1
0.185
0.123
-0.111
0.0015
0.0445
-0.4257
1.5
0.185
0.024
-0.035
0.0015
0.0808
-0.4404
2
0.185
0.365
-0.042
0.0015
0.0791
-0.3622
2.5
0.185
0.727
-0.118
0.0015
0.0394
-0.1911
3
0.185
1.09
-0.194
0.0015
0.0425
-0.2119
3.5
0.185
1.452
-0.27
0.0015
0.1582
-0.847
0
0.185
-1.112
-0.263
0.0015
-0.144
-0.2089
0.5
0.185
-0.75
-0.187
0.0015
-0.0315
-0.3181
1
0.185
-0.388
-0.111
0.0015
-0.0423
-0.4257
1.5
0.185
-0.092
-0.035
0.0015
-0.0787
-0.4404
2
0.185
-0.277
-0.042
0.0015
-0.0771
-0.3622
2.5
0.185
-0.463
-0.118
0.0015
-0.0375
-0.1911
3
0.185
-0.649
-0.194
0.0015
-0.0406
-0.2119
3.5
0.185
-0.835
-0.27
0.0015
-0.1564
-0.847
0
-0.045
0.494
0.263
-0.0016
0.1461
-0.0308
0.5
-0.045
0.309
0.187
-0.0016
0.0338
0.3388
1
-0.045
0.123
0.111
-0.0016
0.0445
0.6141
1.5
-0.045
0.024
0.035
-0.0016
0.0808
0.7084
2
-0.045
0.365
0.042
-0.0016
0.0791
0.6216
2.5
-0.045
0.727
0.118
-0.0016
0.0394
0.3536
3
-0.045
1.09
0.194
-0.0016
0.0425
0.1894
3.5
-0.045
1.452
0.27
-0.0016
0.1582
0.5512
0
-0.045
-1.112
0.263
-0.0016
-0.144
-0.0308
0.5
-0.045
-0.75
0.187
-0.0016
-0.0315
0.3388
1
-0.045
-0.388
0.111
-0.0016
-0.0423
0.6141
1.5
-0.045
-0.092
0.035
-0.0016
-0.0787
0.7084
2
-0.045
-0.277
0.042
-0.0016
-0.0771
0.6216
Frame
Combo
197
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
197
198
198
198
198
198
198
198
198
198
198
198
Station
m
2.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.045
-0.463
0.118
T
KN-m
-0.0016
M2
KN-m
-0.0375
M3
KN-m
0.3536
3
-0.045
-0.649
0.194
-0.0016
-0.0406
0.1894
3.5
-0.045
-0.835
0.27
-0.0016
-0.1564
0.5512
0
-0.045
0.494
-0.263
-0.0016
0.1461
-0.2089
0.5
-0.045
0.309
-0.187
-0.0016
0.0338
-0.3181
1
-0.045
0.123
-0.111
-0.0016
0.0445
-0.4257
1.5
-0.045
0.024
-0.035
-0.0016
0.0808
-0.4404
2
-0.045
0.365
-0.042
-0.0016
0.0791
-0.3622
2.5
-0.045
0.727
-0.118
-0.0016
0.0394
-0.1911
3
-0.045
1.09
-0.194
-0.0016
0.0425
-0.2119
3.5
-0.045
1.452
-0.27
-0.0016
0.1582
-0.847
0
-0.045
-1.112
-0.263
-0.0016
-0.144
-0.2089
0.5
-0.045
-0.75
-0.187
-0.0016
-0.0315
-0.3181
1
-0.045
-0.388
-0.111
-0.0016
-0.0423
-0.4257
1.5
-0.045
-0.092
-0.035
-0.0016
-0.0787
-0.4404
2
-0.045
-0.277
-0.042
-0.0016
-0.0771
-0.3622
2.5
-0.045
-0.463
-0.118
-0.0016
-0.0375
-0.1911
3
-0.045
-0.649
-0.194
-0.0016
-0.0406
-0.2119
3.5
-0.045
-0.835
-0.27
-0.0016
-0.1564
-0.847
0
0.455
0.726
0.268
0.0003395
0.159
0.5527
0.5
0.455
0.54
0.192
0.0003395
0.0441
0.2415
1
0.455
0.354
0.116
0.0003395
0.035
0.1647
1.5
0.455
0.169
0.04
0.0003395
0.0733
0.3552
2
0.455
0.18
0.038
0.0003395
0.0737
0.3645
2.5
0.455
0.543
0.114
0.0003395
0.036
0.1928
3
0.455
0.905
0.19
0.0003395
0.0405
0.0975
3.5
0.455
1.267
0.266
0.0003395
0.1538
0.3477
0
0.455
-1.29
0.268
0.0003395
-0.1573
0.5527
0.5
0.455
-0.928
0.192
0.0003395
-0.0428
0.2415
1
0.455
-0.566
0.116
0.0003395
-0.034
0.1647
Frame
Combo
198
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
Station
m
1.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.455
-0.208
0.04
T
KN-m
0.0003395
M2
KN-m
-0.0727
M3
KN-m
0.3552
2
0.455
-0.039
0.038
0.0003395
-0.0733
0.3645
2.5
0.455
-0.225
0.114
0.0003395
-0.036
0.1928
3
0.455
-0.411
0.19
0.0003395
-0.0409
0.0975
3.5
0.455
-0.596
0.266
0.0003395
-0.1545
0.3477
0
0.455
0.726
-0.267
0.0003395
0.159
-0.8349
0.5
0.455
0.54
-0.191
0.0003395
0.0441
-0.2803
1
0.455
0.354
-0.115
0.0003395
0.035
-0.0448
1.5
0.455
0.169
-0.039
0.0003395
0.0733
-0.1652
2
0.455
0.18
-0.037
0.0003395
0.0737
-0.1937
2.5
0.455
0.543
-0.113
0.0003395
0.036
-0.1292
3
0.455
0.905
-0.189
0.0003395
0.0405
-0.2292
3.5
0.455
1.267
-0.265
0.0003395
0.1538
-0.7627
0
0.455
-1.29
-0.267
0.0003395
-0.1573
-0.8349
0.5
0.455
-0.928
-0.191
0.0003395
-0.0428
-0.2803
1
0.455
-0.566
-0.115
0.0003395
-0.034
-0.0448
1.5
0.455
-0.208
-0.039
0.0003395
-0.0727
-0.1652
2
0.455
-0.039
-0.037
0.0003395
-0.0733
-0.1937
2.5
0.455
-0.225
-0.113
0.0003395
-0.036
-0.1292
3
0.455
-0.411
-0.189
0.0003395
-0.0409
-0.2292
3.5
0.455
-0.596
-0.265
0.0003395
-0.1545
-0.7627
0
-0.638
0.726
0.268
-0.0003873
0.159
0.5527
0.5
-0.638
0.54
0.192
-0.0003873
0.0441
0.2415
1
-0.638
0.354
0.116
-0.0003873
0.035
0.1647
1.5
-0.638
0.169
0.04
-0.0003873
0.0733
0.3552
2
-0.638
0.18
0.038
-0.0003873
0.0737
0.3645
2.5
-0.638
0.543
0.114
-0.0003873
0.036
0.1928
3
-0.638
0.905
0.19
-0.0003873
0.0405
0.0975
3.5
-0.638
1.267
0.266
-0.0003873
0.1538
0.3477
0
-0.638
-1.29
0.268
-0.0003873
-0.1573
0.5527
Frame
Combo
198
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
198
199
199
199
199
199
199
199
Station
m
0.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.638
-0.928
0.192
T
KN-m
-0.0003873
M2
KN-m
-0.0428
M3
KN-m
0.2415
1
-0.638
-0.566
0.116
-0.0003873
-0.034
0.1647
1.5
-0.638
-0.208
0.04
-0.0003873
-0.0727
0.3552
2
-0.638
-0.039
0.038
-0.0003873
-0.0733
0.3645
2.5
-0.638
-0.225
0.114
-0.0003873
-0.036
0.1928
3
-0.638
-0.411
0.19
-0.0003873
-0.0409
0.0975
3.5
-0.638
-0.596
0.266
-0.0003873
-0.1545
0.3477
0
-0.638
0.726
-0.267
-0.0003873
0.159
-0.8349
0.5
-0.638
0.54
-0.191
-0.0003873
0.0441
-0.2803
1
-0.638
0.354
-0.115
-0.0003873
0.035
-0.0448
1.5
-0.638
0.169
-0.039
-0.0003873
0.0733
-0.1652
2
-0.638
0.18
-0.037
-0.0003873
0.0737
-0.1937
2.5
-0.638
0.543
-0.113
-0.0003873
0.036
-0.1292
3
-0.638
0.905
-0.189
-0.0003873
0.0405
-0.2292
3.5
-0.638
1.267
-0.265
-0.0003873
0.1538
-0.7627
0
-0.638
-1.29
-0.267
-0.0003873
-0.1573
-0.8349
0.5
-0.638
-0.928
-0.191
-0.0003873
-0.0428
-0.2803
1
-0.638
-0.566
-0.115
-0.0003873
-0.034
-0.0448
1.5
-0.638
-0.208
-0.039
-0.0003873
-0.0727
-0.1652
2
-0.638
-0.039
-0.037
-0.0003873
-0.0733
-0.1937
2.5
-0.638
-0.225
-0.113
-0.0003873
-0.036
-0.1292
3
-0.638
-0.411
-0.189
-0.0003873
-0.0409
-0.2292
3.5
-0.638
-0.596
-0.265
-0.0003873
-0.1545
-0.7627
0
0.455
0.599
0.265
0.0003528
0.1538
0.347
0.5
0.455
0.413
0.189
0.0003528
0.0405
0.0972
1
0.455
0.228
0.113
0.0003528
0.036
0.1928
1.5
0.455
0.042
0.037
0.0003528
0.0737
0.3645
2
0.455
0.208
0.039
0.0003528
0.0733
0.3552
2.5
0.455
0.569
0.115
0.0003528
0.035
0.1657
3
0.455
0.931
0.191
0.0003528
0.0441
0.244
Frame
Combo
199
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.455
1.293
0.267
T
KN-m
0.0003528
M2
KN-m
0.159
M3
KN-m
0.5531
0
0.455
-1.267
0.265
0.0003528
-0.1545
0.347
0.5
0.455
-0.905
0.189
0.0003528
-0.0409
0.0972
1
0.455
-0.543
0.113
0.0003528
-0.036
0.1928
1.5
0.455
-0.18
0.037
0.0003528
-0.0734
0.3645
2
0.455
-0.169
0.039
0.0003528
-0.0727
0.3552
2.5
0.455
-0.354
0.115
0.0003528
-0.0341
0.1657
3
0.455
-0.54
0.191
0.0003528
-0.0429
0.244
3.5
0.455
-0.726
0.267
0.0003528
-0.1573
0.5531
0
0.455
0.599
-0.266
0.0003528
0.1538
-0.7627
0.5
0.455
0.413
-0.19
0.0003528
0.0405
-0.2292
1
0.455
0.228
-0.114
0.0003528
0.036
-0.1292
1.5
0.455
0.042
-0.038
0.0003528
0.0737
-0.1941
2
0.455
0.208
-0.04
0.0003528
0.0733
-0.1685
2.5
0.455
0.569
-0.116
0.0003528
0.035
-0.0501
3
0.455
0.931
-0.192
0.0003528
0.0441
-0.2871
3.5
0.455
1.293
-0.268
0.0003528
0.159
-0.843
0
0.455
-1.267
-0.266
0.0003528
-0.1545
-0.7627
0.5
0.455
-0.905
-0.19
0.0003528
-0.0409
-0.2292
1
0.455
-0.543
-0.114
0.0003528
-0.036
-0.1292
1.5
0.455
-0.18
-0.038
0.0003528
-0.0734
-0.1941
2
0.455
-0.169
-0.04
0.0003528
-0.0727
-0.1685
2.5
0.455
-0.354
-0.116
0.0003528
-0.0341
-0.0501
3
0.455
-0.54
-0.192
0.0003528
-0.0429
-0.2871
3.5
0.455
-0.726
-0.268
0.0003528
-0.1573
-0.843
0
-0.638
0.599
0.265
-0.0003051
0.1538
0.347
0.5
-0.638
0.413
0.189
-0.0003051
0.0405
0.0972
1
-0.638
0.228
0.113
-0.0003051
0.036
0.1928
1.5
-0.638
0.042
0.037
-0.0003051
0.0737
0.3645
2
-0.638
0.208
0.039
-0.0003051
0.0733
0.3552
Frame
Combo
199
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
199
200
200
200
Station
m
2.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.638
0.569
0.115
T
KN-m
-0.0003051
M2
KN-m
0.035
M3
KN-m
0.1657
3
-0.638
0.931
0.191
-0.0003051
0.0441
0.244
3.5
-0.638
1.293
0.267
-0.0003051
0.159
0.5531
0
-0.638
-1.267
0.265
-0.0003051
-0.1545
0.347
0.5
-0.638
-0.905
0.189
-0.0003051
-0.0409
0.0972
1
-0.638
-0.543
0.113
-0.0003051
-0.036
0.1928
1.5
-0.638
-0.18
0.037
-0.0003051
-0.0734
0.3645
2
-0.638
-0.169
0.039
-0.0003051
-0.0727
0.3552
2.5
-0.638
-0.354
0.115
-0.0003051
-0.0341
0.1657
3
-0.638
-0.54
0.191
-0.0003051
-0.0429
0.244
3.5
-0.638
-0.726
0.267
-0.0003051
-0.1573
0.5531
0
-0.638
0.599
-0.266
-0.0003051
0.1538
-0.7627
0.5
-0.638
0.413
-0.19
-0.0003051
0.0405
-0.2292
1
-0.638
0.228
-0.114
-0.0003051
0.036
-0.1292
1.5
-0.638
0.042
-0.038
-0.0003051
0.0737
-0.1941
2
-0.638
0.208
-0.04
-0.0003051
0.0733
-0.1685
2.5
-0.638
0.569
-0.116
-0.0003051
0.035
-0.0501
3
-0.638
0.931
-0.192
-0.0003051
0.0441
-0.2871
3.5
-0.638
1.293
-0.268
-0.0003051
0.159
-0.843
0
-0.638
-1.267
-0.266
-0.0003051
-0.1545
-0.7627
0.5
-0.638
-0.905
-0.19
-0.0003051
-0.0409
-0.2292
1
-0.638
-0.543
-0.114
-0.0003051
-0.036
-0.1292
1.5
-0.638
-0.18
-0.038
-0.0003051
-0.0734
-0.1941
2
-0.638
-0.169
-0.04
-0.0003051
-0.0727
-0.1685
2.5
-0.638
-0.354
-0.116
-0.0003051
-0.0341
-0.0501
3
-0.638
-0.54
-0.192
-0.0003051
-0.0429
-0.2871
3.5
-0.638
-0.726
-0.268
-0.0003051
-0.1573
-0.843
0
0.185
0.835
0.27
0.0016
0.1582
0.5512
0.5
0.185
0.649
0.194
0.0016
0.0425
0.1894
1
0.185
0.463
0.118
0.0016
0.0394
0.3536
Frame
Combo
200
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
Station
m
1.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
0.185
0.277
0.042
T
KN-m
0.0016
M2
KN-m
0.0791
M3
KN-m
0.6216
2
0.185
0.092
0.035
0.0016
0.0808
0.7084
2.5
0.185
0.388
0.111
0.0016
0.0445
0.6141
3
0.185
0.75
0.187
0.0016
0.0338
0.3388
3.5
0.185
1.112
0.263
0.0016
0.1462
-0.0284
0
0.185
-1.451
0.27
0.0016
-0.1564
0.5512
0.5
0.185
-1.089
0.194
0.0016
-0.0406
0.1894
1
0.185
-0.727
0.118
0.0016
-0.0375
0.3536
1.5
0.185
-0.365
0.042
0.0016
-0.0771
0.6216
2
0.185
-0.024
0.035
0.0016
-0.0787
0.7084
2.5
0.185
-0.122
0.111
0.0016
-0.0423
0.6141
3
0.185
-0.308
0.187
0.0016
-0.0315
0.3388
3.5
0.185
-0.494
0.263
0.0016
-0.144
-0.0284
0
0.185
0.835
-0.27
0.0016
0.1582
-0.847
0.5
0.185
0.649
-0.194
0.0016
0.0425
-0.2119
1
0.185
0.463
-0.118
0.0016
0.0394
-0.1911
1.5
0.185
0.277
-0.042
0.0016
0.0791
-0.3622
2
0.185
0.092
-0.035
0.0016
0.0808
-0.4404
2.5
0.185
0.388
-0.111
0.0016
0.0445
-0.4257
3
0.185
0.75
-0.187
0.0016
0.0338
-0.3181
3.5
0.185
1.112
-0.263
0.0016
0.1462
-0.2089
0
0.185
-1.451
-0.27
0.0016
-0.1564
-0.847
0.5
0.185
-1.089
-0.194
0.0016
-0.0406
-0.2119
1
0.185
-0.727
-0.118
0.0016
-0.0375
-0.1911
1.5
0.185
-0.365
-0.042
0.0016
-0.0771
-0.3622
2
0.185
-0.024
-0.035
0.0016
-0.0787
-0.4404
2.5
0.185
-0.122
-0.111
0.0016
-0.0423
-0.4257
3
0.185
-0.308
-0.187
0.0016
-0.0315
-0.3181
3.5
0.185
-0.494
-0.263
0.0016
-0.144
-0.2089
0
-0.045
0.835
0.27
-0.0015
0.1582
0.5512
Frame
Combo
200
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
Station
m
0.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.045
0.649
0.194
T
KN-m
-0.0015
M2
KN-m
0.0425
M3
KN-m
0.1894
1
-0.045
0.463
0.118
-0.0015
0.0394
0.3536
1.5
-0.045
0.277
0.042
-0.0015
0.0791
0.6216
2
-0.045
0.092
0.035
-0.0015
0.0808
0.7084
2.5
-0.045
0.388
0.111
-0.0015
0.0445
0.6141
3
-0.045
0.75
0.187
-0.0015
0.0338
0.3388
3.5
-0.045
1.112
0.263
-0.0015
0.1462
-0.0284
0
-0.045
-1.451
0.27
-0.0015
-0.1564
0.5512
0.5
-0.045
-1.089
0.194
-0.0015
-0.0406
0.1894
1
-0.045
-0.727
0.118
-0.0015
-0.0375
0.3536
1.5
-0.045
-0.365
0.042
-0.0015
-0.0771
0.6216
2
-0.045
-0.024
0.035
-0.0015
-0.0787
0.7084
2.5
-0.045
-0.122
0.111
-0.0015
-0.0423
0.6141
3
-0.045
-0.308
0.187
-0.0015
-0.0315
0.3388
3.5
-0.045
-0.494
0.263
-0.0015
-0.144
-0.0284
0
-0.045
0.835
-0.27
-0.0015
0.1582
-0.847
0.5
-0.045
0.649
-0.194
-0.0015
0.0425
-0.2119
1
-0.045
0.463
-0.118
-0.0015
0.0394
-0.1911
1.5
-0.045
0.277
-0.042
-0.0015
0.0791
-0.3622
2
-0.045
0.092
-0.035
-0.0015
0.0808
-0.4404
2.5
-0.045
0.388
-0.111
-0.0015
0.0445
-0.4257
3
-0.045
0.75
-0.187
-0.0015
0.0338
-0.3181
3.5
-0.045
1.112
-0.263
-0.0015
0.1462
-0.2089
0
-0.045
-1.451
-0.27
-0.0015
-0.1564
-0.847
0.5
-0.045
-1.089
-0.194
-0.0015
-0.0406
-0.2119
1
-0.045
-0.727
-0.118
-0.0015
-0.0375
-0.1911
1.5
-0.045
-0.365
-0.042
-0.0015
-0.0771
-0.3622
2
-0.045
-0.024
-0.035
-0.0015
-0.0787
-0.4404
2.5
-0.045
-0.122
-0.111
-0.0015
-0.0423
-0.4257
3
-0.045
-0.308
-0.187
-0.0015
-0.0315
-0.3181
Frame
Combo
200
ENVOLVEN
TE
Station
m
3.5
Table: Design Forces For Beams
P
V2
V3
KN
KN
KN
-0.045
-0.494
-0.263
T
KN-m
-0.0015
M2
KN-m
-0.144
M3
KN-m
-0.2089
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
8.848
1.579
0.475
T
KN-m
0.0038
M2
KN-m
0.4022
M3
KN-m
17.6211
Table: Design Forces For Braces
Frame
Combo
12
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
13
Station
m
0
0.39016
8.785
1.646
0.475
0.0038
0.2169
18.0155
0.78032
8.722
1.714
0.475
0.0038
0.0864
20.4875
0
8.848
-14.128
0.475
0.0038
-0.0801
17.6211
0.39016
8.785
-14.038
0.475
0.0038
-0.003
18.0155
0.78032
8.722
-13.949
0.475
0.0038
0.0119
20.4875
0
8.848
1.579
-0.198
0.0038
0.4022
-14.0088
0.39016
8.785
1.646
-0.198
0.0038
0.2169
-8.908
0.78032
8.722
1.714
-0.198
0.0038
0.0864
-6.8031
0
8.848
-14.128
-0.198
0.0038
-0.0801
-14.0088
0.39016
8.785
-14.038
-0.198
0.0038
-0.003
-8.908
0.78032
8.722
-13.949
-0.198
0.0038
0.0119
-6.8031
0
-2.787
1.579
0.475
-0.003
0.4022
17.6211
0.39016
-2.85
1.646
0.475
-0.003
0.2169
18.0155
0.78032
-2.913
1.714
0.475
-0.003
0.0864
20.4875
0
-2.787
-14.128
0.475
-0.003
-0.0801
17.6211
0.39016
-2.85
-14.038
0.475
-0.003
-0.003
18.0155
0.78032
-2.913
-13.949
0.475
-0.003
0.0119
20.4875
0
-2.787
1.579
-0.198
-0.003
0.4022
-14.0088
0.39016
-2.85
1.646
-0.198
-0.003
0.2169
-8.908
0.78032
-2.913
1.714
-0.198
-0.003
0.0864
-6.8031
0
-2.787
-14.128
-0.198
-0.003
-0.0801
-14.0088
0.39016
-2.85
-14.038
-0.198
-0.003
-0.003
-8.908
0.78032
-2.913
-13.949
-0.198
-0.003
0.0119
-6.8031
0
10.35
2.745
0.061
0.002
0.1131
22.2107
Frame
Combo
13
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
13
14
14
14
14
14
14
14
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
10.287
2.812
0.061
T
KN-m
0.002
M2
KN-m
0.0891
M3
KN-m
22.7931
0.78032
10.224
2.879
0.061
0.002
0.0969
23.3407
0
10.35
-8.598
0.061
0.002
-0.1489
22.2107
0.39016
10.287
-8.509
0.061
0.002
-0.0783
22.7931
0.78032
10.224
-8.419
0.061
0.002
-0.0395
23.3407
0
10.35
2.745
-0.204
0.002
0.1131
-7.4858
0.39016
10.287
2.812
-0.204
0.002
0.0891
-5.653
0.78032
10.224
2.879
-0.204
0.002
0.0969
-3.855
0
10.35
-8.598
-0.204
0.002
-0.1489
-7.4858
0.39016
10.287
-8.509
-0.204
0.002
-0.0783
-5.653
0.78032
10.224
-8.419
-0.204
0.002
-0.0395
-3.855
0
-4.738
2.745
0.061
-0.0018
0.1131
22.2107
0.39016
-4.802
2.812
0.061
-0.0018
0.0891
22.7931
0.78032
-4.865
2.879
0.061
-0.0018
0.0969
23.3407
0
-4.738
-8.598
0.061
-0.0018
-0.1489
22.2107
0.39016
-4.802
-8.509
0.061
-0.0018
-0.0783
22.7931
0.78032
-4.865
-8.419
0.061
-0.0018
-0.0395
23.3407
0
-4.738
2.745
-0.204
-0.0018
0.1131
-7.4858
0.39016
-4.802
2.812
-0.204
-0.0018
0.0891
-5.653
0.78032
-4.865
2.879
-0.204
-0.0018
0.0969
-3.855
0
-4.738
-8.598
-0.204
-0.0018
-0.1489
-7.4858
0.39016
-4.802
-8.509
-0.204
-0.0018
-0.0783
-5.653
0.78032
-4.865
-8.419
-0.204
-0.0018
-0.0395
-3.855
0
9.511
4.408
0.179
0.0031
0.122
25.8615
0.39016
9.448
4.497
0.179
0.0031
0.0538
24.3646
0.78032
9.384
4.587
0.179
0.0031
0.0394
22.8329
0
9.511
-3.268
0.179
0.0031
-0.1871
25.8615
0.39016
9.448
-3.179
0.179
0.0031
-0.0958
24.3646
0.78032
9.384
-3.089
0.179
0.0031
-0.0389
22.8329
0
9.511
4.408
-0.238
0.0031
0.122
-4.3446
Frame
Combo
14
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
15
15
15
15
15
15
15
15
15
15
15
15
15
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
9.448
4.497
-0.238
T
KN-m
0.0031
M2
KN-m
0.0538
M3
KN-m
-3.1411
0.78032
9.384
4.587
-0.238
0.0031
0.0394
-1.9725
0
9.511
-3.268
-0.238
0.0031
-0.1871
-4.3446
0.39016
9.448
-3.179
-0.238
0.0031
-0.0958
-3.1411
0.78032
9.384
-3.089
-0.238
0.0031
-0.0389
-1.9725
0
-6.544
4.408
0.179
-0.0017
0.122
25.8615
0.39016
-6.607
4.497
0.179
-0.0017
0.0538
24.3646
0.78032
-6.671
4.587
0.179
-0.0017
0.0394
22.8329
0
-6.544
-3.268
0.179
-0.0017
-0.1871
25.8615
0.39016
-6.607
-3.179
0.179
-0.0017
-0.0958
24.3646
0.78032
-6.671
-3.089
0.179
-0.0017
-0.0389
22.8329
0
-6.544
4.408
-0.238
-0.0017
0.122
-4.3446
0.39016
-6.607
4.497
-0.238
-0.0017
0.0538
-3.1411
0.78032
-6.671
4.587
-0.238
-0.0017
0.0394
-1.9725
0
-6.544
-3.268
-0.238
-0.0017
-0.1871
-4.3446
0.39016
-6.607
-3.179
-0.238
-0.0017
-0.0958
-3.1411
0.78032
-6.671
-3.089
-0.238
-0.0017
-0.0389
-1.9725
0
6.052
9.479
-0.031
0.0005421
-0.0062
26.0262
0.39016
5.989
9.568
-0.031
0.0005421
0.0702
22.4597
0.78032
5.926
9.658
-0.031
0.0005421
0.1479
18.8582
0
6.052
-1.35
-0.031
0.0005421
-0.4228
26.0262
0.39016
5.989
-1.26
-0.031
0.0005421
-0.2494
22.4597
0.78032
5.926
-1.171
-0.031
0.0005421
-0.0774
18.8582
0
6.052
9.479
-0.614
0.0005421
-0.0062
-2.1869
0.39016
5.989
9.568
-0.614
0.0005421
0.0702
-1.6777
0.78032
5.926
9.658
-0.614
0.0005421
0.1479
-1.2034
0
6.052
-1.35
-0.614
0.0005421
-0.4228
-2.1869
0.39016
5.989
-1.26
-0.614
0.0005421
-0.2494
-1.6777
0.78032
5.926
-1.171
-0.614
0.0005421
-0.0774
-1.2034
0
-8.85
9.479
-0.031
-0.0027
-0.0062
26.0262
Frame
Combo
15
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
15
15
15
15
15
15
15
15
15
15
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-8.913
9.568
-0.031
T
KN-m
-0.0027
M2
KN-m
0.0702
M3
KN-m
22.4597
0.78032
-8.976
9.658
-0.031
-0.0027
0.1479
18.8582
0
-8.85
-1.35
-0.031
-0.0027
-0.4228
26.0262
0.39016
-8.913
-1.26
-0.031
-0.0027
-0.2494
22.4597
0.78032
-8.976
-1.171
-0.031
-0.0027
-0.0774
18.8582
0
-8.85
9.479
-0.614
-0.0027
-0.0062
-2.1869
0.39016
-8.913
9.568
-0.614
-0.0027
0.0702
-1.6777
0.78032
-8.976
9.658
-0.614
-0.0027
0.1479
-1.2034
0
-8.85
-1.35
-0.614
-0.0027
-0.4228
-2.1869
0.39016
-8.913
-1.26
-0.614
-0.0027
-0.2494
-1.6777
0.78032
-8.976
-1.171
-0.614
-0.0027
-0.0774
-1.2034
0
0.391
2.302
-0.005613
0.0133
-0.0007082
3.7206
0.35419
0.406
2.361
-0.005613
0.0133
0.0029
2.8948
0.70838
0.421
2.42
-0.005613
0.0133
0.0064
2.0481
0
0.391
-5.33
-0.005613
0.0133
-0.0028
3.7206
0.35419
0.406
-5.271
-0.005613
0.0133
-1.34E-05
2.8948
0.70838
0.421
-5.212
-0.005613
0.0133
0.0027
2.0481
0
0.391
2.302
-0.012
0.0133
-0.0007082
-11.721
0.35419
0.406
2.361
-0.012
0.0133
0.0029
-9.8437
0.70838
0.421
2.42
-0.012
0.0133
0.0064
-7.9874
0
0.391
-5.33
-0.012
0.0133
-0.0028
-11.721
0.35419
0.406
-5.271
-0.012
0.0133
-1.34E-05
-9.8437
0.70838
0.421
-5.212
-0.012
0.0133
0.0027
-7.9874
0
-0.659
2.302
-0.005613
-0.0117
-0.0007082
3.7206
0.35419
-0.639
2.361
-0.005613
-0.0117
0.0029
2.8948
0.70838
-0.618
2.42
-0.005613
-0.0117
0.0064
2.0481
0
-0.659
-5.33
-0.005613
-0.0117
-0.0028
3.7206
0.35419
-0.639
-5.271
-0.005613
-0.0117
-1.34E-05
2.8948
0.70838
-0.618
-5.212
-0.005613
-0.0117
0.0027
2.0481
0
-0.659
2.302
-0.012
-0.0117
-0.0007082
-11.721
Frame
Combo
24
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
24
24
24
24
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
26
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.639
2.361
-0.012
T
KN-m
-0.0117
M2
KN-m
0.0029
M3
KN-m
-9.8437
0.70838
-0.618
2.42
-0.012
-0.0117
0.0064
-7.9874
0
-0.659
-5.33
-0.012
-0.0117
-0.0028
-11.721
0.35419
-0.639
-5.271
-0.012
-0.0117
-1.34E-05
-9.8437
0.70838
-0.618
-5.212
-0.012
-0.0117
0.0027
-7.9874
0
0.433
1.663
-0.007809
0.0046
-0.0016
2.0481
0.35419
0.449
1.722
-0.007809
0.0046
0.0012
1.4485
0.70838
0.469
1.782
-0.007809
0.0046
0.0052
0.8279
0
0.433
-4.373
-0.007809
0.0046
-0.0072
2.0481
0.35419
0.449
-4.314
-0.007809
0.0046
-0.0014
1.4485
0.70838
0.469
-4.255
-0.007809
0.0046
0.0036
0.8279
0
0.433
1.663
-0.017
0.0046
-0.0016
-7.9874
0.35419
0.449
1.722
-0.017
0.0046
0.0012
-6.449
0.70838
0.469
1.782
-0.017
0.0046
0.0052
-4.9315
0
0.433
-4.373
-0.017
0.0046
-0.0072
-7.9874
0.35419
0.449
-4.314
-0.017
0.0046
-0.0014
-6.449
0.70838
0.469
-4.255
-0.017
0.0046
0.0036
-4.9315
0
-0.601
1.663
-0.007809
-0.0034
-0.0016
2.0481
0.35419
-0.581
1.722
-0.007809
-0.0034
0.0012
1.4485
0.70838
-0.561
1.782
-0.007809
-0.0034
0.0052
0.8279
0
-0.601
-4.373
-0.007809
-0.0034
-0.0072
2.0481
0.35419
-0.581
-4.314
-0.007809
-0.0034
-0.0014
1.4485
0.70838
-0.561
-4.255
-0.007809
-0.0034
0.0036
0.8279
0
-0.601
1.663
-0.017
-0.0034
-0.0016
-7.9874
0.35419
-0.581
1.722
-0.017
-0.0034
0.0012
-6.449
0.70838
-0.561
1.782
-0.017
-0.0034
0.0052
-4.9315
0
-0.601
-4.373
-0.017
-0.0034
-0.0072
-7.9874
0.35419
-0.581
-4.314
-0.017
-0.0034
-0.0014
-6.449
0.70838
-0.561
-4.255
-0.017
-0.0034
0.0036
-4.9315
0
0.485
1.01
-0.005701
0.0053
-0.0027
0.8279
Frame
Combo
26
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
27
27
27
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.506
1.069
-0.005701
T
KN-m
0.0053
M2
KN-m
0.0004348
M3
KN-m
0.4597
0.70838
0.526
1.128
-0.005701
0.0053
0.0065
0.0706
0
0.485
-3.396
-0.005701
0.0053
-0.0057
0.8279
0.35419
0.506
-3.336
-0.005701
0.0053
-0.0007956
0.4597
0.70838
0.526
-3.277
-0.005701
0.0053
0.0013
0.0706
0
0.485
1.01
-0.017
0.0053
-0.0027
-4.9315
0.35419
0.506
1.069
-0.017
0.0053
0.0004348
-3.7393
0.70838
0.526
1.128
-0.017
0.0053
0.0065
-2.568
0
0.485
-3.396
-0.017
0.0053
-0.0057
-4.9315
0.35419
0.506
-3.336
-0.017
0.0053
-0.0007956
-3.7393
0.70838
0.526
-3.277
-0.017
0.0053
0.0013
-2.568
0
-0.544
1.01
-0.005701
-0.0035
-0.0027
0.8279
0.35419
-0.523
1.069
-0.005701
-0.0035
0.0004348
0.4597
0.70838
-0.503
1.128
-0.005701
-0.0035
0.0065
0.0706
0
-0.544
-3.396
-0.005701
-0.0035
-0.0057
0.8279
0.35419
-0.523
-3.336
-0.005701
-0.0035
-0.0007956
0.4597
0.70838
-0.503
-3.277
-0.005701
-0.0035
0.0013
0.0706
0
-0.544
1.01
-0.017
-0.0035
-0.0027
-4.9315
0.35419
-0.523
1.069
-0.017
-0.0035
0.0004348
-3.7393
0.70838
-0.503
1.128
-0.017
-0.0035
0.0065
-2.568
0
-0.544
-3.396
-0.017
-0.0035
-0.0057
-4.9315
0.35419
-0.523
-3.336
-0.017
-0.0035
-0.0007956
-3.7393
0.70838
-0.503
-3.277
-0.017
-0.0035
0.0013
-2.568
0
0.542
0.337
0.0009274
0.0056
-0.0036
0.0705
0.35419
0.563
0.397
0.0009274
0.0056
0.0041
-0.0594
0.70838
0.583
0.456
0.0009274
0.0056
0.0118
-0.2104
0
0.542
-2.39
0.0009274
0.0056
-0.0069
0.0705
0.35419
0.563
-2.331
0.0009274
0.0056
-0.0065
-0.0594
0.70838
0.583
-2.272
0.0009274
0.0056
-0.0061
-0.2104
0
0.542
0.337
-0.022
0.0056
-0.0036
-2.568
Frame
Combo
27
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
28
28
28
28
28
28
28
28
28
28
28
28
28
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.563
0.397
-0.022
T
KN-m
0.0056
M2
KN-m
0.0041
M3
KN-m
-1.7319
0.70838
0.583
0.456
-0.022
0.0056
0.0118
-0.9168
0
0.542
-2.39
-0.022
0.0056
-0.0069
-2.568
0.35419
0.563
-2.331
-0.022
0.0056
-0.0065
-1.7319
0.70838
0.583
-2.272
-0.022
0.0056
-0.0061
-0.9168
0
-0.486
0.337
0.0009274
-0.0035
-0.0036
0.0705
0.35419
-0.466
0.397
0.0009274
-0.0035
0.0041
-0.0594
0.70838
-0.446
0.456
0.0009274
-0.0035
0.0118
-0.2104
0
-0.486
-2.39
0.0009274
-0.0035
-0.0069
0.0705
0.35419
-0.466
-2.331
0.0009274
-0.0035
-0.0065
-0.0594
0.70838
-0.446
-2.272
0.0009274
-0.0035
-0.0061
-0.2104
0
-0.486
0.337
-0.022
-0.0035
-0.0036
-2.568
0.35419
-0.466
0.397
-0.022
-0.0035
0.0041
-1.7319
0.70838
-0.446
0.456
-0.022
-0.0035
0.0118
-0.9168
0
-0.486
-2.39
-0.022
-0.0035
-0.0069
-2.568
0.35419
-0.466
-2.331
-0.022
-0.0035
-0.0065
-1.7319
0.70838
-0.446
-2.272
-0.022
-0.0035
-0.0061
-0.9168
0
0.6
-0.356
0.017
0.0019
0.0025
-0.2104
0.35419
0.62
-0.297
0.017
0.0019
0.0032
-0.0947
0.70838
0.641
-0.238
0.017
0.0019
0.0226
4.123E-05
0
0.6
-1.353
0.017
0.0019
-0.0164
-0.2104
0.35419
0.62
-1.294
0.017
0.0019
-0.0036
-0.0947
0.70838
0.641
-1.235
0.017
0.0019
-0.0098
4.123E-05
0
0.6
-0.356
-0.055
0.0019
0.0025
-0.9167
0.35419
0.62
-0.297
-0.055
0.0019
0.0032
-0.4479
0.70838
0.641
-0.238
-0.055
0.0019
0.0226
-6.763E-05
0
0.6
-1.353
-0.055
0.0019
-0.0164
-0.9167
0.35419
0.62
-1.294
-0.055
0.0019
-0.0036
-0.4479
0.70838
0.641
-1.235
-0.055
0.0019
-0.0098
-6.763E-05
0
-0.429
-0.356
0.017
0.0002956
0.0025
-0.2104
Frame
Combo
28
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
28
28
28
28
28
28
28
28
28
28
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.409
-0.297
0.017
T
KN-m
0.0002956
M2
KN-m
0.0032
M3
KN-m
-0.0947
0.70838
-0.388
-0.238
0.017
0.0002956
0.0226
4.123E-05
0
-0.429
-1.353
0.017
0.0002956
-0.0164
-0.2104
0.35419
-0.409
-1.294
0.017
0.0002956
-0.0036
-0.0947
0.70838
-0.388
-1.235
0.017
0.0002956
-0.0098
4.123E-05
0
-0.429
-0.356
-0.055
0.0002956
0.0025
-0.9167
0.35419
-0.409
-0.297
-0.055
0.0002956
0.0032
-0.4479
0.70838
-0.388
-0.238
-0.055
0.0002956
0.0226
-6.763E-05
0
-0.429
-1.353
-0.055
0.0002956
-0.0164
-0.9167
0.35419
-0.409
-1.294
-0.055
0.0002956
-0.0036
-0.4479
0.70838
-0.388
-1.235
-0.055
0.0002956
-0.0098
-6.763E-05
0
0.007918
0.704
0.097
0.0065
0.0328
1.909E-05
0.35795
0.021
0.765
0.097
0.0065
0.0047
0.0091
0.71589
0.034
0.827
0.097
0.0065
0.0571
-0.0038
0
0.007918
-0.056
0.097
0.0065
-0.0489
1.909E-05
0.35795
0.021
0.005303
0.097
0.0065
-0.0028
0.0091
0.71589
0.034
0.067
0.097
0.0065
-0.0369
-0.0038
0
0.007918
0.704
-0.148
0.0065
0.0328
-1.911E-05
0.35795
0.021
0.765
-0.148
0.0065
0.0047
-0.2629
0.71589
0.034
0.827
-0.148
0.0065
0.0571
-0.548
0
0.007918
-0.056
-0.148
0.0065
-0.0489
-1.911E-05
0.35795
0.021
0.005303
-0.148
0.0065
-0.0028
-0.2629
0.71589
0.034
0.067
-0.148
0.0065
-0.0369
-0.548
0
-0.15
0.704
0.097
-0.0065
0.0328
1.909E-05
0.35795
-0.137
0.765
0.097
-0.0065
0.0047
0.0091
0.71589
-0.123
0.827
0.097
-0.0065
0.0571
-0.0038
0
-0.15
-0.056
0.097
-0.0065
-0.0489
1.909E-05
0.35795
-0.137
0.005303
0.097
-0.0065
-0.0028
0.0091
0.71589
-0.123
0.067
0.097
-0.0065
-0.0369
-0.0038
0
-0.15
0.704
-0.148
-0.0065
0.0328
-1.911E-05
Frame
Combo
29
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
29
29
29
29
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
31
Station
m
0.35795
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.137
0.765
-0.148
T
KN-m
-0.0065
M2
KN-m
0.0047
M3
KN-m
-0.2629
0.71589
-0.123
0.827
-0.148
-0.0065
0.0571
-0.548
0
-0.15
-0.056
-0.148
-0.0065
-0.0489
-1.911E-05
0.35795
-0.137
0.005303
-0.148
-0.0065
-0.0028
-0.2629
0.71589
-0.123
0.067
-0.148
-0.0065
-0.0369
-0.548
0
0.026
1.655
0.027
0.0079
0.0094
-0.0038
0.35795
0.039
1.717
0.027
0.0079
0.0114
0.2283
0.71589
0.053
1.779
0.027
0.0079
0.0153
0.4383
0
0.026
-0.679
0.027
0.0079
-0.0074
-0.0038
0.35795
0.039
-0.618
0.027
0.0079
-0.0153
0.2283
0.71589
0.053
-0.556
0.027
0.0079
-0.025
0.4383
0
0.026
1.655
-0.011
0.0079
0.0094
-0.548
0.35795
0.039
1.717
-0.011
0.0079
0.0114
-1.1514
0.71589
0.053
1.779
-0.011
0.0079
0.0153
-1.777
0
0.026
-0.679
-0.011
0.0079
-0.0074
-0.548
0.35795
0.039
-0.618
-0.011
0.0079
-0.0153
-1.1514
0.71589
0.053
-0.556
-0.011
0.0079
-0.025
-1.777
0
-0.092
1.655
0.027
-0.0088
0.0094
-0.0038
0.35795
-0.079
1.717
0.027
-0.0088
0.0114
0.2283
0.71589
-0.065
1.779
0.027
-0.0088
0.0153
0.4383
0
-0.092
-0.679
0.027
-0.0088
-0.0074
-0.0038
0.35795
-0.079
-0.618
0.027
-0.0088
-0.0153
0.2283
0.71589
-0.065
-0.556
0.027
-0.0088
-0.025
0.4383
0
-0.092
1.655
-0.011
-0.0088
0.0094
-0.548
0.35795
-0.079
1.717
-0.011
-0.0088
0.0114
-1.1514
0.71589
-0.065
1.779
-0.011
-0.0088
0.0153
-1.777
0
-0.092
-0.679
-0.011
-0.0088
-0.0074
-0.548
0.35795
-0.079
-0.618
-0.011
-0.0088
-0.0153
-1.1514
0.71589
-0.065
-0.556
-0.011
-0.0088
-0.025
-1.777
0
1.073
0.062
2.266
0.1917
0.0705
0.115
Frame
Combo
31
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
32
32
32
32
32
32
32
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
1.074
0.079
2.266
T
KN-m
0.1917
M2
KN-m
0.1238
M3
KN-m
0.1041
0.31973
1.076
0.095
2.266
0.1917
0.1771
1.108
0
1.073
-11.351
2.266
0.1917
-0.1208
0.115
0.15986
1.074
-11.334
2.266
0.1917
-0.4831
0.1041
0.31973
1.076
-11.317
2.266
0.1917
-0.8454
1.108
0
1.073
0.062
-0.333
0.1917
0.0705
-2.5354
0.15986
1.074
0.079
-0.333
0.1917
0.1238
-0.7222
0.31973
1.076
0.095
-0.333
0.1917
0.1771
0.0899
0
1.073
-11.351
-0.333
0.1917
-0.1208
-2.5354
0.15986
1.074
-11.334
-0.333
0.1917
-0.4831
-0.7222
0.31973
1.076
-11.317
-0.333
0.1917
-0.8454
0.0899
0
-18.461
0.062
2.266
-1.1518
0.0705
0.115
0.15986
-18.46
0.079
2.266
-1.1518
0.1238
0.1041
0.31973
-18.458
0.095
2.266
-1.1518
0.1771
1.108
0
-18.461
-11.351
2.266
-1.1518
-0.1208
0.115
0.15986
-18.46
-11.334
2.266
-1.1518
-0.4831
0.1041
0.31973
-18.458
-11.317
2.266
-1.1518
-0.8454
1.108
0
-18.461
0.062
-0.333
-1.1518
0.0705
-2.5354
0.15986
-18.46
0.079
-0.333
-1.1518
0.1238
-0.7222
0.31973
-18.458
0.095
-0.333
-1.1518
0.1771
0.0899
0
-18.461
-11.351
-0.333
-1.1518
-0.1208
-2.5354
0.15986
-18.46
-11.334
-0.333
-1.1518
-0.4831
-0.7222
0.31973
-18.458
-11.317
-0.333
-1.1518
-0.8454
0.0899
0
0.776
3.443
7.126
1.3288
2.1576
1.1095
0.15986
0.777
3.46
7.126
1.3288
1.0184
1.8531
0.31973
0.779
3.477
7.126
1.3288
0.1127
2.6049
0
0.776
-5.956
7.126
1.3288
0.3633
1.1095
0.15986
0.777
-5.939
7.126
1.3288
0.1726
1.8531
0.31973
0.779
-5.922
7.126
1.3288
-0.2381
2.6049
0
0.776
3.443
1.193
1.3288
2.1576
0.1035
Frame
Combo
32
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
33
33
33
33
33
33
33
33
33
33
33
33
33
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.777
3.46
1.193
T
KN-m
1.3288
M2
KN-m
1.0184
M3
KN-m
-0.1559
0.31973
0.779
3.477
1.193
1.3288
0.1127
-0.418
0
0.776
-5.956
1.193
1.3288
0.3633
0.1035
0.15986
0.777
-5.939
1.193
1.3288
0.1726
-0.1559
0.31973
0.779
-5.922
1.193
1.3288
-0.2381
-0.418
0
-18.083
3.443
7.126
0.134
2.1576
1.1095
0.15986
-18.082
3.46
7.126
0.134
1.0184
1.8531
0.31973
-18.081
3.477
7.126
0.134
0.1127
2.6049
0
-18.083
-5.956
7.126
0.134
0.3633
1.1095
0.15986
-18.082
-5.939
7.126
0.134
0.1726
1.8531
0.31973
-18.081
-5.922
7.126
0.134
-0.2381
2.6049
0
-18.083
3.443
1.193
0.134
2.1576
0.1035
0.15986
-18.082
3.46
1.193
0.134
1.0184
-0.1559
0.31973
-18.081
3.477
1.193
0.134
0.1127
-0.418
0
-18.083
-5.956
1.193
0.134
0.3633
0.1035
0.15986
-18.082
-5.939
1.193
0.134
0.1726
-0.1559
0.31973
-18.081
-5.922
1.193
0.134
-0.2381
-0.418
0
2.06
0.587
6.58
-0.09
-0.0026
0.2521
0.15986
2.061
0.604
6.58
-0.09
-0.1901
0.1594
0.31973
2.062
0.621
6.58
-0.09
-0.373
1.1071
0
2.06
-11.836
6.58
-0.09
-0.0549
0.2521
0.15986
2.061
-11.819
6.58
-0.09
-1.0869
0.1594
0.31973
2.062
-11.802
6.58
-0.09
-2.1388
1.1071
0
2.06
0.587
1.144
-0.09
-0.0026
-2.6872
0.15986
2.061
0.604
1.144
-0.09
-0.1901
-0.7964
0.31973
2.062
0.621
1.144
-0.09
-0.373
0.0589
0
2.06
-11.836
1.144
-0.09
-0.0549
-2.6872
0.15986
2.061
-11.819
1.144
-0.09
-1.0869
-0.7964
0.31973
2.062
-11.802
1.144
-0.09
-2.1388
0.0589
0
-20.13
0.587
6.58
-1.2402
-0.0026
0.2521
Frame
Combo
33
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
33
33
33
33
33
33
33
33
33
33
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-20.129
0.604
6.58
T
KN-m
-1.2402
M2
KN-m
-0.1901
M3
KN-m
0.1594
0.31973
-20.127
0.621
6.58
-1.2402
-0.373
1.1071
0
-20.13
-11.836
6.58
-1.2402
-0.0549
0.2521
0.15986
-20.129
-11.819
6.58
-1.2402
-1.0869
0.1594
0.31973
-20.127
-11.802
6.58
-1.2402
-2.1388
1.1071
0
-20.13
0.587
1.144
-1.2402
-0.0026
-2.6872
0.15986
-20.129
0.604
1.144
-1.2402
-0.1901
-0.7964
0.31973
-20.127
0.621
1.144
-1.2402
-0.373
0.0589
0
-20.13
-11.836
1.144
-1.2402
-0.0549
-2.6872
0.15986
-20.129
-11.819
1.144
-1.2402
-1.0869
-0.7964
0.31973
-20.127
-11.802
1.144
-1.2402
-2.1388
0.0589
0
2.295
4.156
5.958
1.3247
1.927
1.1074
0.15986
2.296
4.173
5.958
1.3247
0.977
1.909
0.31973
2.298
4.189
5.958
1.3247
0.1863
2.7234
0
2.295
-6.555
5.958
1.3247
0.3501
1.1074
0.15986
2.296
-6.538
5.958
1.3247
0.1558
1.909
0.31973
2.298
-6.521
5.958
1.3247
-0.1955
2.7234
0
2.295
4.156
1.035
1.3247
1.927
0.0588
0.15986
2.296
4.173
1.035
1.3247
0.977
-0.2971
0.31973
2.298
4.189
1.035
1.3247
0.1863
-0.7074
0
2.295
-6.555
1.035
1.3247
0.3501
0.0588
0.15986
2.296
-6.538
1.035
1.3247
0.1558
-0.2971
0.31973
2.298
-6.521
1.035
1.3247
-0.1955
-0.7074
0
-19.175
4.156
5.958
0.0758
1.927
1.1074
0.15986
-19.173
4.173
5.958
0.0758
0.977
1.909
0.31973
-19.172
4.189
5.958
0.0758
0.1863
2.7234
0
-19.175
-6.555
5.958
0.0758
0.3501
1.1074
0.15986
-19.173
-6.538
5.958
0.0758
0.1558
1.909
0.31973
-19.172
-6.521
5.958
0.0758
-0.1955
2.7234
0
-19.175
4.156
1.035
0.0758
1.927
0.0588
Frame
Combo
34
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
34
34
34
34
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
35
36
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-19.173
4.173
1.035
T
KN-m
0.0758
M2
KN-m
0.977
M3
KN-m
-0.2971
0.31973
-19.172
4.189
1.035
0.0758
0.1863
-0.7074
0
-19.175
-6.555
1.035
0.0758
0.3501
0.0588
0.15986
-19.173
-6.538
1.035
0.0758
0.1558
-0.2971
0.31973
-19.172
-6.521
1.035
0.0758
-0.1955
-0.7074
0
3.86
1.552
5.947
-0.2031
-0.0164
0.4919
0.15986
3.861
1.569
5.947
-0.2031
-0.1782
0.2769
0.31973
3.862
1.586
5.947
-0.2031
-0.34
1.0318
0
3.86
-11.022
5.947
-0.2031
-0.1006
0.4919
0.15986
3.861
-11.005
5.947
-0.2031
-1.0443
0.2769
0.31973
3.862
-10.989
5.947
-0.2031
-1.993
1.0318
0
3.86
1.552
1.012
-0.2031
-0.0164
-2.5082
0.15986
3.861
1.569
1.012
-0.2031
-0.1782
-0.7475
0.31973
3.862
1.586
1.012
-0.2031
-0.34
-0.0097
0
3.86
-11.022
1.012
-0.2031
-0.1006
-2.5082
0.15986
3.861
-11.005
1.012
-0.2031
-1.0443
-0.7475
0.31973
3.862
-10.989
1.012
-0.2031
-1.993
-0.0097
0
-19.145
1.552
5.947
-1.2787
-0.0164
0.4919
0.15986
-19.144
1.569
5.947
-1.2787
-0.1782
0.2769
0.31973
-19.143
1.586
5.947
-1.2787
-0.34
1.0318
0
-19.145
-11.022
5.947
-1.2787
-0.1006
0.4919
0.15986
-19.144
-11.005
5.947
-1.2787
-1.0443
0.2769
0.31973
-19.143
-10.989
5.947
-1.2787
-1.993
1.0318
0
-19.145
1.552
1.012
-1.2787
-0.0164
-2.5082
0.15986
-19.144
1.569
1.012
-1.2787
-0.1782
-0.7475
0.31973
-19.143
1.586
1.012
-1.2787
-0.34
-0.0097
0
-19.145
-11.022
1.012
-1.2787
-0.1006
-2.5082
0.15986
-19.144
-11.005
1.012
-1.2787
-1.0443
-0.7475
0.31973
-19.143
-10.989
1.012
-1.2787
-1.993
-0.0097
0
5.64
5.486
6.646
1.409
2.0952
1.0306
Frame
Combo
36
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
37
37
37
37
37
37
37
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
5.641
5.503
6.646
T
KN-m
1.409
M2
KN-m
1.0485
M3
KN-m
1.702
0.31973
5.642
5.52
6.646
1.409
0.1099
2.454
0
5.64
-6.055
6.646
1.409
0.3512
1.0306
0.15986
5.641
-6.038
6.646
1.409
0.186
1.702
0.31973
5.642
-6.022
6.646
1.409
-0.1191
2.454
0
5.64
5.486
1.033
1.409
2.0952
-0.0237
0.15986
5.641
5.503
1.033
1.409
1.0485
-0.5144
0.31973
5.642
5.52
1.033
1.409
0.1099
-1.2406
0
5.64
-6.055
1.033
1.409
0.3512
-0.0237
0.15986
5.641
-6.038
1.033
1.409
0.186
-0.5144
0.31973
5.642
-6.022
1.033
1.409
-0.1191
-1.2406
0
-17.39
5.486
6.646
0.1293
2.0952
1.0306
0.15986
-17.389
5.503
6.646
0.1293
1.0485
1.702
0.31973
-17.387
5.52
6.646
0.1293
0.1099
2.454
0
-17.39
-6.055
6.646
0.1293
0.3512
1.0306
0.15986
-17.389
-6.038
6.646
0.1293
0.186
1.702
0.31973
-17.387
-6.022
6.646
0.1293
-0.1191
2.454
0
-17.39
5.486
1.033
0.1293
2.0952
-0.0237
0.15986
-17.389
5.503
1.033
0.1293
1.0485
-0.5144
0.31973
-17.387
5.52
1.033
0.1293
0.1099
-1.2406
0
-17.39
-6.055
1.033
0.1293
0.3512
-0.0237
0.15986
-17.389
-6.038
1.033
0.1293
0.186
-0.5144
0.31973
-17.387
-6.022
1.033
0.1293
-0.1191
-1.2406
0
6.329
3.032
6.242
-0.1074
-0.006
0.8348
0.15986
6.331
3.049
6.242
-0.1074
-0.1702
0.4871
0.31973
6.332
3.065
6.242
-0.1074
-0.3292
0.9228
0
6.329
-9.034
6.242
-0.1074
-0.1549
0.8348
0.15986
6.331
-9.017
6.242
-0.1074
-1.1503
0.4871
0.31973
6.332
-9
6.242
-0.1074
-2.1457
0.9228
0
6.329
3.032
0.995
-0.1074
-0.006
-2.0215
Frame
Combo
37
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
38
38
38
38
38
38
38
38
38
38
38
38
38
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
6.331
3.049
0.995
T
KN-m
-0.1074
M2
KN-m
-0.1702
M3
KN-m
-0.6538
0.31973
6.332
3.065
0.995
-0.1074
-0.3292
-0.14
0
6.329
-9.034
0.995
-0.1074
-0.1549
-2.0215
0.15986
6.331
-9.017
0.995
-0.1074
-1.1503
-0.6538
0.31973
6.332
-9
0.995
-0.1074
-2.1457
-0.14
0
-15.653
3.032
6.242
-1.3208
-0.006
0.8348
0.15986
-15.651
3.049
6.242
-1.3208
-0.1702
0.4871
0.31973
-15.65
3.065
6.242
-1.3208
-0.3292
0.9228
0
-15.653
-9.034
6.242
-1.3208
-0.1549
0.8348
0.15986
-15.651
-9.017
6.242
-1.3208
-1.1503
0.4871
0.31973
-15.65
-9
6.242
-1.3208
-2.1457
0.9228
0
-15.653
3.032
0.995
-1.3208
-0.006
-2.0215
0.15986
-15.651
3.049
0.995
-1.3208
-0.1702
-0.6538
0.31973
-15.65
3.065
0.995
-1.3208
-0.3292
-0.14
0
-15.653
-9.034
0.995
-1.3208
-0.1549
-2.0215
0.15986
-15.651
-9.017
0.995
-1.3208
-1.1503
-0.6538
0.31973
-15.65
-9
0.995
-1.3208
-2.1457
-0.14
0
9.991
7.714
2.29
1.0505
1.046
0.919
0.15986
9.992
7.731
2.29
1.0505
0.68
1.3315
0.31973
9.993
7.748
2.29
1.0505
0.4148
2.2216
0
9.991
-5.593
2.29
1.0505
-0.0088
0.919
0.15986
9.992
-5.576
2.29
1.0505
0.003
1.3315
0.31973
9.993
-5.56
2.29
1.0505
-0.0891
2.2216
0
9.991
7.714
-0.074
1.0505
1.046
-0.1562
0.15986
9.992
7.731
-0.074
1.0505
0.68
-0.9106
0.31973
9.993
7.748
-0.074
1.0505
0.4148
-2.1479
0
9.991
-5.593
-0.074
1.0505
-0.0088
-0.1562
0.15986
9.992
-5.576
-0.074
1.0505
0.003
-0.9106
0.31973
9.993
-5.56
-0.074
1.0505
-0.0891
-2.1479
0
-14.156
7.714
2.29
0.0565
1.046
0.919
Frame
Combo
38
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
38
38
38
38
38
38
38
38
38
38
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
43
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-14.155
7.731
2.29
T
KN-m
0.0565
M2
KN-m
0.68
M3
KN-m
1.3315
0.31973
-14.154
7.748
2.29
0.0565
0.4148
2.2216
0
-14.156
-5.593
2.29
0.0565
-0.0088
0.919
0.15986
-14.155
-5.576
2.29
0.0565
0.003
1.3315
0.31973
-14.154
-5.56
2.29
0.0565
-0.0891
2.2216
0
-14.156
7.714
-0.074
0.0565
1.046
-0.1562
0.15986
-14.155
7.731
-0.074
0.0565
0.68
-0.9106
0.31973
-14.154
7.748
-0.074
0.0565
0.4148
-2.1479
0
-14.156
-5.593
-0.074
0.0565
-0.0088
-0.1562
0.15986
-14.155
-5.576
-0.074
0.0565
0.003
-0.9106
0.31973
-14.154
-5.56
-0.074
0.0565
-0.0891
-2.1479
0
25.9
-1.666
0.466
0.0021
0.3131
12.6158
0.39016
25.837
-1.599
0.466
0.0021
0.132
14.6332
0.78032
25.774
-1.532
0.466
0.0021
0.063
23.0046
0
25.9
-28.337
0.466
0.0021
-0.2793
12.6158
0.39016
25.837
-28.247
0.466
0.0021
-0.1511
14.6332
0.78032
25.774
-28.158
0.466
0.0021
-0.0873
23.0046
0
25.9
-1.666
-0.33
0.0021
0.3131
-18.9115
0.39016
25.837
-1.599
-0.33
0.0021
0.132
-8.537
0.78032
25.774
-1.532
-0.33
0.0021
0.063
-2.1211
0
25.9
-28.337
-0.33
0.0021
-0.2793
-18.9115
0.39016
25.837
-28.247
-0.33
0.0021
-0.1511
-8.537
0.78032
25.774
-28.158
-0.33
0.0021
-0.0873
-2.1211
0
5.856
-1.666
0.466
-0.0046
0.3131
12.6158
0.39016
5.809
-1.599
0.466
-0.0046
0.132
14.6332
0.78032
5.761
-1.532
0.466
-0.0046
0.063
23.0046
0
5.856
-28.337
0.466
-0.0046
-0.2793
12.6158
0.39016
5.809
-28.247
0.466
-0.0046
-0.1511
14.6332
0.78032
5.761
-28.158
0.466
-0.0046
-0.0873
23.0046
0
5.856
-1.666
-0.33
-0.0046
0.3131
-18.9115
Frame
Combo
43
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
43
43
43
43
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44
45
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
5.809
-1.599
-0.33
T
KN-m
-0.0046
M2
KN-m
0.132
M3
KN-m
-8.537
0.78032
5.761
-1.532
-0.33
-0.0046
0.063
-2.1211
0
5.856
-28.337
-0.33
-0.0046
-0.2793
-18.9115
0.39016
5.809
-28.247
-0.33
-0.0046
-0.1511
-8.537
0.78032
5.761
-28.158
-0.33
-0.0046
-0.0873
-2.1211
0
31.105
1.241
0.078
0.0031
0.1001
24.3004
0.39016
31.042
1.308
0.078
0.0031
0.0695
27.1042
0.78032
30.979
1.375
0.078
0.0031
0.06
29.8731
0
31.105
-13.55
0.078
0.0031
-0.2449
24.3004
0.39016
31.042
-13.46
0.078
0.0031
-0.1358
27.1042
0.78032
30.979
-13.371
0.078
0.0031
-0.0477
29.8731
0
31.105
1.241
-0.28
0.0031
0.1001
-3.3181
0.39016
31.042
1.308
-0.28
0.0031
0.0695
0.4042
0.78032
30.979
1.375
-0.28
0.0031
0.06
4.0916
0
31.105
-13.55
-0.28
0.0031
-0.2449
-3.3181
0.39016
31.042
-13.46
-0.28
0.0031
-0.1358
0.4042
0.78032
30.979
-13.371
-0.28
0.0031
-0.0477
4.0916
0
5.077
1.241
0.078
-0.0012
0.1001
24.3004
0.39016
5.03
1.308
0.078
-0.0012
0.0695
27.1042
0.78032
4.982
1.375
0.078
-0.0012
0.06
29.8731
0
5.077
-13.55
0.078
-0.0012
-0.2449
24.3004
0.39016
5.03
-13.46
0.078
-0.0012
-0.1358
27.1042
0.78032
4.982
-13.371
0.078
-0.0012
-0.0477
29.8731
0
5.077
1.241
-0.28
-0.0012
0.1001
-3.3181
0.39016
5.03
1.308
-0.28
-0.0012
0.0695
0.4042
0.78032
4.982
1.375
-0.28
-0.0012
0.06
4.0916
0
5.077
-13.55
-0.28
-0.0012
-0.2449
-3.3181
0.39016
5.03
-13.46
-0.28
-0.0012
-0.1358
0.4042
0.78032
4.982
-13.371
-0.28
-0.0012
-0.0477
4.0916
0
27.674
5.205
0.219
0.0034
0.1856
33.6644
Frame
Combo
45
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
46
46
46
46
46
46
46
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
27.61
5.295
0.219
T
KN-m
0.0034
M2
KN-m
0.1014
M3
KN-m
31.6161
0.78032
27.547
5.384
0.219
0.0034
0.0827
29.5329
0
27.674
-2.782
0.219
0.0034
-0.189
33.6644
0.39016
27.61
-2.693
0.219
0.0034
-0.0544
31.6161
0.78032
27.547
-2.603
0.219
0.0034
-0.0078
29.5329
0
27.674
5.205
-0.348
0.0034
0.1856
4.5847
0.39016
27.61
5.295
-0.348
0.0034
0.1014
5.6345
0.78032
27.547
5.384
-0.348
0.0034
0.0827
5.3312
0
27.674
-2.782
-0.348
0.0034
-0.189
4.5847
0.39016
27.61
-2.693
-0.348
0.0034
-0.0544
5.6345
0.78032
27.547
-2.603
-0.348
0.0034
-0.0078
5.3312
0
2.669
5.205
0.219
-0.0028
0.1856
33.6644
0.39016
2.622
5.295
0.219
-0.0028
0.1014
31.6161
0.78032
2.575
5.384
0.219
-0.0028
0.0827
29.5329
0
2.669
-2.782
0.219
-0.0028
-0.189
33.6644
0.39016
2.622
-2.693
0.219
-0.0028
-0.0544
31.6161
0.78032
2.575
-2.603
0.219
-0.0028
-0.0078
29.5329
0
2.669
5.205
-0.348
-0.0028
0.1856
4.5847
0.39016
2.622
5.295
-0.348
-0.0028
0.1014
5.6345
0.78032
2.575
5.384
-0.348
-0.0028
0.0827
5.3312
0
2.669
-2.782
-0.348
-0.0028
-0.189
4.5847
0.39016
2.622
-2.693
-0.348
-0.0028
-0.0544
5.6345
0.78032
2.575
-2.603
-0.348
-0.0028
-0.0078
5.3312
0
17.468
16.725
0.516
0.0027
0.4746
35.1364
0.39016
17.405
16.814
0.516
0.0027
0.3137
28.5935
0.78032
17.342
16.904
0.516
0.0027
0.1538
22.0157
0
17.468
3.186
0.516
0.0027
-0.3163
35.1364
0.39016
17.405
3.253
0.516
0.0027
-0.2392
28.5935
0.78032
17.342
3.32
0.516
0.0027
-0.163
22.0157
0
17.468
16.725
-0.314
0.0027
0.4746
6.4068
Frame
Combo
46
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
46
51
51
51
51
51
51
51
51
51
51
51
51
51
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
17.405
16.814
-0.314
T
KN-m
0.0027
M2
KN-m
0.3137
M3
KN-m
5.1507
0.78032
17.342
16.904
-0.314
0.0027
0.1538
3.8685
0
17.468
3.186
-0.314
0.0027
-0.3163
6.4068
0.39016
17.405
3.253
-0.314
0.0027
-0.2392
5.1507
0.78032
17.342
3.32
-0.314
0.0027
-0.163
3.8685
0
-1.226
16.725
0.516
-0.0028
0.4746
35.1364
0.39016
-1.273
16.814
0.516
-0.0028
0.3137
28.5935
0.78032
-1.32
16.904
0.516
-0.0028
0.1538
22.0157
0
-1.226
3.186
0.516
-0.0028
-0.3163
35.1364
0.39016
-1.273
3.253
0.516
-0.0028
-0.2392
28.5935
0.78032
-1.32
3.32
0.516
-0.0028
-0.163
22.0157
0
-1.226
16.725
-0.314
-0.0028
0.4746
6.4068
0.39016
-1.273
16.814
-0.314
-0.0028
0.3137
5.1507
0.78032
-1.32
16.904
-0.314
-0.0028
0.1538
3.8685
0
-1.226
3.186
-0.314
-0.0028
-0.3163
6.4068
0.39016
-1.273
3.253
-0.314
-0.0028
-0.2392
5.1507
0.78032
-1.32
3.32
-0.314
-0.0028
-0.163
3.8685
0
0.054
7.129
0.003963
0.0016
0.0027
11.5467
0.35419
0.074
7.188
0.003963
0.0016
0.0022
9.0111
0.70838
0.094
7.247
0.003963
0.0016
0.0024
6.4547
0
0.054
-11.909
0.003963
0.0016
-0.0017
11.5467
0.35419
0.074
-11.85
0.003963
0.0016
-0.0013
9.0111
0.70838
0.094
-11.791
0.003963
0.0016
-0.0015
6.4547
0
0.054
7.129
-0.003697
0.0016
0.0027
-24.9812
0.35419
0.074
7.188
-0.003697
0.0016
0.0022
-20.7737
0.70838
0.094
7.247
-0.003697
0.0016
0.0024
-16.5871
0
0.054
-11.909
-0.003697
0.0016
-0.0017
-24.9812
0.35419
0.074
-11.85
-0.003697
0.0016
-0.0013
-20.7737
0.70838
0.094
-11.791
-0.003697
0.0016
-0.0015
-16.5871
0
-0.615
7.129
0.003963
-0.0015
0.0027
11.5467
Frame
Combo
51
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
51
51
51
51
51
51
51
51
51
51
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
52
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.595
7.188
0.003963
T
KN-m
-0.0015
M2
KN-m
0.0022
M3
KN-m
9.0111
0.70838
-0.574
7.247
0.003963
-0.0015
0.0024
6.4547
0
-0.615
-11.909
0.003963
-0.0015
-0.0017
11.5467
0.35419
-0.595
-11.85
0.003963
-0.0015
-0.0013
9.0111
0.70838
-0.574
-11.791
0.003963
-0.0015
-0.0015
6.4547
0
-0.615
7.129
-0.003697
-0.0015
0.0027
-24.9812
0.35419
-0.595
7.188
-0.003697
-0.0015
0.0022
-20.7737
0.70838
-0.574
7.247
-0.003697
-0.0015
0.0024
-16.5871
0
-0.615
-11.909
-0.003697
-0.0015
-0.0017
-24.9812
0.35419
-0.595
-11.85
-0.003697
-0.0015
-0.0013
-20.7737
0.70838
-0.574
-11.791
-0.003697
-0.0015
-0.0015
-16.5871
0
0.128
5.127
0.004894
0.0019
0.0031
6.4547
0.35419
0.148
5.186
0.004894
0.0019
0.0013
4.6284
0.70838
0.168
5.245
0.004894
0.0019
-5.74E-05
2.7811
0
0.128
-9.457
0.004894
0.0019
-0.0018
6.4547
0.35419
0.148
-9.398
0.004894
0.0019
-0.0009084
4.6284
0.70838
0.168
-9.339
0.004894
0.0019
-0.0004522
2.7811
0
0.128
5.127
-0.002382
0.0019
0.0031
-16.5871
0.35419
0.148
5.186
-0.002382
0.0019
0.0013
-13.2481
0.70838
0.168
5.245
-0.002382
0.0019
-5.74E-05
-9.9299
0
0.128
-9.457
-0.002382
0.0019
-0.0018
-16.5871
0.35419
0.148
-9.398
-0.002382
0.0019
-0.0009084
-13.2481
0.70838
0.168
-9.339
-0.002382
0.0019
-0.0004522
-9.9299
0
-0.541
5.127
0.004894
-0.0012
0.0031
6.4547
0.35419
-0.52
5.186
0.004894
-0.0012
0.0013
4.6284
0.70838
-0.5
5.245
0.004894
-0.0012
-5.74E-05
2.7811
0
-0.541
-9.457
0.004894
-0.0012
-0.0018
6.4547
0.35419
-0.52
-9.398
0.004894
-0.0012
-0.0009084
4.6284
0.70838
-0.5
-9.339
0.004894
-0.0012
-0.0004522
2.7811
0
-0.541
5.127
-0.002382
-0.0012
0.0031
-16.5871
Frame
Combo
52
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
52
52
52
52
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
53
54
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.52
5.186
-0.002382
T
KN-m
-0.0012
M2
KN-m
0.0013
M3
KN-m
-13.2481
0.70838
-0.5
5.245
-0.002382
-0.0012
-5.74E-05
-9.9299
0
-0.541
-9.457
-0.002382
-0.0012
-0.0018
-16.5871
0.35419
-0.52
-9.398
-0.002382
-0.0012
-0.0009084
-13.2481
0.70838
-0.5
-9.339
-0.002382
-0.0012
-0.0004522
-9.9299
0
0.202
3.159
0.002781
0.0023
0.0006603
2.7811
0.35419
0.222
3.218
0.002781
0.0023
0.0001732
1.6517
0.70838
0.243
3.277
0.002781
0.0023
0.0009169
0.5013
0
0.202
-7.052
0.002781
0.0023
-0.000586
2.7811
0.35419
0.222
-6.993
0.002781
0.0023
-0.000332
1.6517
0.70838
0.243
-6.934
0.002781
0.0023
-0.0013
0.5013
0
0.202
3.159
-0.0021
0.0023
0.0006603
-9.93
0.35419
0.222
3.218
-0.0021
0.0023
0.0001732
-7.4426
0.70838
0.243
3.277
-0.0021
0.0023
0.0009169
-4.9761
0
0.202
-7.052
-0.0021
0.0023
-0.000586
-9.93
0.35419
0.222
-6.993
-0.0021
0.0023
-0.000332
-7.4426
0.70838
0.243
-6.934
-0.0021
0.0023
-0.0013
-4.9761
0
-0.466
3.159
0.002781
-0.0014
0.0006603
2.7811
0.35419
-0.446
3.218
0.002781
-0.0014
0.0001732
1.6517
0.70838
-0.426
3.277
0.002781
-0.0014
0.0009169
0.5013
0
-0.466
-7.052
0.002781
-0.0014
-0.000586
2.7811
0.35419
-0.446
-6.993
0.002781
-0.0014
-0.000332
1.6517
0.70838
-0.426
-6.934
0.002781
-0.0014
-0.0013
0.5013
0
-0.466
3.159
-0.0021
-0.0014
0.0006603
-9.93
0.35419
-0.446
3.218
-0.0021
-0.0014
0.0001732
-7.4426
0.70838
-0.426
3.277
-0.0021
-0.0014
0.0009169
-4.9761
0
-0.466
-7.052
-0.0021
-0.0014
-0.000586
-9.93
0.35419
-0.446
-6.993
-0.0021
-0.0014
-0.000332
-7.4426
0.70838
-0.426
-6.934
-0.0021
-0.0014
-0.0013
-4.9761
0
0.276
1.235
0.015
0.0025
0.000488
0.5014
Frame
Combo
54
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
55
55
55
55
55
55
55
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.296
1.294
0.015
T
KN-m
0.0025
M2
KN-m
0.0031
M3
KN-m
0.0537
0.70838
0.317
1.353
0.015
0.0025
0.0058
-0.415
0
0.276
-4.709
0.015
0.0025
-0.0003967
0.5014
0.35419
0.296
-4.65
0.015
0.0025
-0.0056
0.0537
0.70838
0.317
-4.591
0.015
0.0025
-0.0108
-0.415
0
0.276
1.235
-0.007578
0.0025
0.000488
-4.9762
0.35419
0.296
1.294
-0.007578
0.0025
0.0031
-3.3187
0.70838
0.317
1.353
-0.007578
0.0025
0.0058
-1.6821
0
0.276
-4.709
-0.007578
0.0025
-0.0003967
-4.9762
0.35419
0.296
-4.65
-0.007578
0.0025
-0.0056
-3.3187
0.70838
0.317
-4.591
-0.007578
0.0025
-0.0108
-1.6821
0
-0.392
1.235
0.015
-0.0015
0.000488
0.5014
0.35419
-0.372
1.294
0.015
-0.0015
0.0031
0.0537
0.70838
-0.351
1.353
0.015
-0.0015
0.0058
-0.415
0
-0.392
-4.709
0.015
-0.0015
-0.0003967
0.5014
0.35419
-0.372
-4.65
0.015
-0.0015
-0.0056
0.0537
0.70838
-0.351
-4.591
0.015
-0.0015
-0.0108
-0.415
0
-0.392
1.235
-0.007578
-0.0015
0.000488
-4.9762
0.35419
-0.372
1.294
-0.007578
-0.0015
0.0031
-3.3187
0.70838
-0.351
1.353
-0.007578
-0.0015
0.0058
-1.6821
0
-0.392
-4.709
-0.007578
-0.0015
-0.0003967
-4.9762
0.35419
-0.372
-4.65
-0.007578
-0.0015
-0.0056
-3.3187
0.70838
-0.351
-4.591
-0.007578
-0.0015
-0.0108
-1.6821
0
0.351
-0.645
0.025
0.0038
0.0064
-0.415
0.35419
0.371
-0.586
0.025
0.0038
0.004
-0.197
0.70838
0.391
-0.527
0.025
0.0038
0.0197
5.956E-05
0
0.351
-2.434
0.025
0.0038
-0.0117
-0.415
0.35419
0.371
-2.375
0.025
0.0038
-0.0024
-0.197
0.70838
0.391
-2.316
0.025
0.0038
-0.0111
5.956E-05
0
0.351
-0.645
-0.044
0.0038
0.0064
-1.6821
Frame
Combo
55
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
55
56
56
56
56
56
56
56
56
56
56
56
56
56
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.371
-0.586
-0.044
T
KN-m
0.0038
M2
KN-m
0.004
M3
KN-m
-0.8306
0.70838
0.391
-0.527
-0.044
0.0038
0.0197
-3.684E-05
0
0.351
-2.434
-0.044
0.0038
-0.0117
-1.6821
0.35419
0.371
-2.375
-0.044
0.0038
-0.0024
-0.8306
0.70838
0.391
-2.316
-0.044
0.0038
-0.0111
-3.684E-05
0
-0.325
-0.645
0.025
-0.0027
0.0064
-0.415
0.35419
-0.31
-0.586
0.025
-0.0027
0.004
-0.197
0.70838
-0.295
-0.527
0.025
-0.0027
0.0197
5.956E-05
0
-0.325
-2.434
0.025
-0.0027
-0.0117
-0.415
0.35419
-0.31
-2.375
0.025
-0.0027
-0.0024
-0.197
0.70838
-0.295
-2.316
0.025
-0.0027
-0.0111
5.956E-05
0
-0.325
-0.645
-0.044
-0.0027
0.0064
-1.6821
0.35419
-0.31
-0.586
-0.044
-0.0027
0.004
-0.8306
0.70838
-0.295
-0.527
-0.044
-0.0027
0.0197
-3.684E-05
0
-0.325
-2.434
-0.044
-0.0027
-0.0117
-1.6821
0.35419
-0.31
-2.375
-0.044
-0.0027
-0.0024
-0.8306
0.70838
-0.295
-2.316
-0.044
-0.0027
-0.0111
-3.684E-05
0
0.637
1.856
0.009924
0.0006935
0.0035
1.529E-05
0.35795
0.65
1.918
0.009924
0.0006935
0.0027
0.1676
0.71589
0.663
1.98
0.009924
0.0006935
0.0105
0.3131
0
0.637
-0.499
0.009924
0.0006935
-0.0082
1.529E-05
0.35795
0.65
-0.437
0.009924
0.0006935
-0.0023
0.1676
0.71589
0.663
-0.376
0.009924
0.0006935
-0.0045
0.3131
0
0.637
1.856
-0.024
0.0006935
0.0035
-1.485E-05
0.35795
0.65
1.918
-0.024
0.0006935
0.0027
-0.6754
0.71589
0.663
1.98
-0.024
0.0006935
0.0105
-1.373
0
0.637
-0.499
-0.024
0.0006935
-0.0082
-1.485E-05
0.35795
0.65
-0.437
-0.024
0.0006935
-0.0023
-0.6754
0.71589
0.663
-0.376
-0.024
0.0006935
-0.0045
-1.373
0
-0.257
1.856
0.009924
-0.0006197
0.0035
1.529E-05
Frame
Combo
56
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
56
56
56
56
56
56
56
56
56
56
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
57
Station
m
0.35795
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.244
1.918
0.009924
T
KN-m
-0.0006197
M2
KN-m
0.0027
M3
KN-m
0.1676
0.71589
-0.231
1.98
0.009924
-0.0006197
0.0105
0.3131
0
-0.257
-0.499
0.009924
-0.0006197
-0.0082
1.529E-05
0.35795
-0.244
-0.437
0.009924
-0.0006197
-0.0023
0.1676
0.71589
-0.231
-0.376
0.009924
-0.0006197
-0.0045
0.3131
0
-0.257
1.856
-0.024
-0.0006197
0.0035
-1.485E-05
0.35795
-0.244
1.918
-0.024
-0.0006197
0.0027
-0.6754
0.71589
-0.231
1.98
-0.024
-0.0006197
0.0105
-1.373
0
-0.257
-0.499
-0.024
-0.0006197
-0.0082
-1.485E-05
0.35795
-0.244
-0.437
-0.024
-0.0006197
-0.0023
-0.6754
0.71589
-0.231
-0.376
-0.024
-0.0006197
-0.0045
-1.373
0
0.657
4.39
0.026
0.0034
0.0109
0.3132
0.35795
0.67
4.452
0.026
0.0034
0.0021
1.2185
0.71589
0.684
4.514
0.026
0.0034
0.0028
2.1017
0
0.657
-2.56
0.026
0.0034
-0.0047
0.3132
0.35795
0.67
-2.498
0.026
0.0034
-0.0019
1.2185
0.71589
0.684
-2.437
0.026
0.0034
-0.0081
2.1017
0
0.657
4.39
-0.01
0.0034
0.0109
-1.373
0.35795
0.67
4.452
-0.01
0.0034
0.0021
-2.9555
0.71589
0.684
4.514
-0.01
0.0034
0.0028
-4.5601
0
0.657
-2.56
-0.01
0.0034
-0.0047
-1.373
0.35795
0.67
-2.498
-0.01
0.0034
-0.0019
-2.9555
0.71589
0.684
-2.437
-0.01
0.0034
-0.0081
-4.5601
0
-0.183
4.39
0.026
-0.0031
0.0109
0.3132
0.35795
-0.17
4.452
0.026
-0.0031
0.0021
1.2185
0.71589
-0.156
4.514
0.026
-0.0031
0.0028
2.1017
0
-0.183
-2.56
0.026
-0.0031
-0.0047
0.3132
0.35795
-0.17
-2.498
0.026
-0.0031
-0.0019
1.2185
0.71589
-0.156
-2.437
0.026
-0.0031
-0.0081
2.1017
0
-0.183
4.39
-0.01
-0.0031
0.0109
-1.373
Frame
Combo
57
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
57
57
57
57
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
58
59
Station
m
0.35795
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.17
4.452
-0.01
T
KN-m
-0.0031
M2
KN-m
0.0021
M3
KN-m
-2.9555
0.71589
-0.156
4.514
-0.01
-0.0031
0.0028
-4.5601
0
-0.183
-2.56
-0.01
-0.0031
-0.0047
-1.373
0.35795
-0.17
-2.498
-0.01
-0.0031
-0.0019
-2.9555
0.71589
-0.156
-2.437
-0.01
-0.0031
-0.0081
-4.5601
0
-4.301
-3.301
1.901
1.0187
0.157
-0.6324
0.15986
-4.3
-3.288
1.901
1.0187
0.4767
0.0308
0.31973
-4.299
-3.276
1.901
1.0187
0.7965
2.106
0
-4.301
-17.379
1.901
1.0187
-0.1736
-0.6324
0.15986
-4.3
-17.363
1.901
1.0187
-0.4775
0.0308
0.31973
-4.299
-17.346
1.901
1.0187
-0.7814
2.106
0
-4.301
-3.301
-2
1.0187
0.157
-3.4454
0.15986
-4.3
-3.288
-2
1.0187
0.4767
-0.6684
0.31973
-4.299
-3.276
-2
1.0187
0.7965
0.419
0
-4.301
-17.379
-2
1.0187
-0.1736
-3.4454
0.15986
-4.3
-17.363
-2
1.0187
-0.4775
-0.6684
0.31973
-4.299
-17.346
-2
1.0187
-0.7814
0.419
0
-23.786
-3.301
1.901
-0.9846
0.157
-0.6324
0.15986
-23.785
-3.288
1.901
-0.9846
0.4767
0.0308
0.31973
-23.783
-3.276
1.901
-0.9846
0.7965
2.106
0
-23.786
-17.379
1.901
-0.9846
-0.1736
-0.6324
0.15986
-23.785
-17.363
1.901
-0.9846
-0.4775
0.0308
0.31973
-23.783
-17.346
1.901
-0.9846
-0.7814
2.106
0
-23.786
-3.301
-2
-0.9846
0.157
-3.4454
0.15986
-23.785
-3.288
-2
-0.9846
0.4767
-0.6684
0.31973
-23.783
-3.276
-2
-0.9846
0.7965
0.419
0
-23.786
-17.379
-2
-0.9846
-0.1736
-3.4454
0.15986
-23.785
-17.363
-2
-0.9846
-0.4775
-0.6684
0.31973
-23.783
-17.346
-2
-0.9846
-0.7814
0.419
0
-3.79
3.49
4.127
0.7123
1.2453
2.0962
Frame
Combo
59
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
59
60
60
60
60
60
60
60
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-3.789
3.507
4.127
T
KN-m
0.7123
M2
KN-m
0.5856
M3
KN-m
2.3668
0.31973
-3.788
3.524
4.127
0.7123
0.28
2.6347
0
-3.79
-2.734
4.127
0.7123
-1.5942
2.0962
0.15986
-3.789
-2.722
4.127
0.7123
-0.7441
2.3668
0.31973
-3.788
-2.709
4.127
0.7123
-0.2754
2.6347
0
-3.79
3.49
-5.317
0.7123
1.2453
0.4169
0.15986
-3.789
3.507
-5.317
0.7123
0.5856
0.4257
0.31973
-3.788
3.524
-5.317
0.7123
0.28
-0.0313
0
-3.79
-2.734
-5.317
0.7123
-1.5942
0.4169
0.15986
-3.789
-2.722
-5.317
0.7123
-0.7441
0.4257
0.31973
-3.788
-2.709
-5.317
0.7123
-0.2754
-0.0313
0
-21.37
3.49
4.127
-0.8815
1.2453
2.0962
0.15986
-21.369
3.507
4.127
-0.8815
0.5856
2.3668
0.31973
-21.367
3.524
4.127
-0.8815
0.28
2.6347
0
-21.37
-2.734
4.127
-0.8815
-1.5942
2.0962
0.15986
-21.369
-2.722
4.127
-0.8815
-0.7441
2.3668
0.31973
-21.367
-2.709
4.127
-0.8815
-0.2754
2.6347
0
-21.37
3.49
-5.317
-0.8815
1.2453
0.4169
0.15986
-21.369
3.507
-5.317
-0.8815
0.5856
0.4257
0.31973
-21.367
3.524
-5.317
-0.8815
0.28
-0.0313
0
-21.37
-2.734
-5.317
-0.8815
-1.5942
0.4169
0.15986
-21.369
-2.722
-5.317
-0.8815
-0.7441
0.4257
0.31973
-21.367
-2.709
-5.317
-0.8815
-0.2754
-0.0313
0
-4.732
-3.331
3.857
0.846
0.0321
-0.6577
0.15986
-4.731
-3.318
3.857
0.846
0.7888
0.0548
0.31973
-4.73
-3.306
3.857
0.846
1.5517
2.0486
0
-4.732
-17.795
3.857
0.846
-0.0319
-0.6577
0.15986
-4.731
-17.779
3.857
0.846
-0.6485
0.0548
0.31973
-4.73
-17.762
3.857
0.846
-1.2651
2.0486
0
-4.732
-3.331
-4.773
0.846
0.0321
-3.6358
Frame
Combo
60
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
61
61
61
61
61
61
61
61
61
61
61
61
61
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-4.731
-3.318
-4.773
T
KN-m
0.846
M2
KN-m
0.7888
M3
KN-m
-0.7923
0.31973
-4.73
-3.306
-4.773
0.846
1.5517
0.4032
0
-4.732
-17.795
-4.773
0.846
-0.0319
-3.6358
0.15986
-4.731
-17.779
-4.773
0.846
-0.6485
-0.7923
0.31973
-4.73
-17.762
-4.773
0.846
-1.2651
0.4032
0
-26.37
-3.331
3.857
-0.7243
0.0321
-0.6577
0.15986
-26.368
-3.318
3.857
-0.7243
0.7888
0.0548
0.31973
-26.367
-3.306
3.857
-0.7243
1.5517
2.0486
0
-26.37
-17.795
3.857
-0.7243
-0.0319
-0.6577
0.15986
-26.368
-17.779
3.857
-0.7243
-0.6485
0.0548
0.31973
-26.367
-17.762
3.857
-0.7243
-1.2651
2.0486
0
-26.37
-3.331
-4.773
-0.7243
0.0321
-3.6358
0.15986
-26.368
-3.318
-4.773
-0.7243
0.7888
-0.7923
0.31973
-26.367
-3.306
-4.773
-0.7243
1.5517
0.4032
0
-26.37
-17.795
-4.773
-0.7243
-0.0319
-3.6358
0.15986
-26.368
-17.779
-4.773
-0.7243
-0.6485
-0.7923
0.31973
-26.367
-17.762
-4.773
-0.7243
-1.2651
0.4032
0
-4.364
4.034
3.607
0.8312
1.1393
2.0482
0.15986
-4.363
4.05
3.607
0.8312
0.5626
2.4077
0.31973
-4.362
4.067
3.607
0.8312
0.1917
2.7646
0
-4.364
-3.359
3.607
0.8312
-1.345
2.0482
0.15986
-4.363
-3.347
3.607
0.8312
-0.7009
2.4077
0.31973
-4.362
-3.334
3.607
0.8312
-0.2248
2.7646
0
-4.364
4.034
-4.029
0.8312
1.1393
0.4031
0.15986
-4.363
4.05
-4.029
0.8312
0.5626
0.3216
0.31973
-4.362
4.067
-4.029
0.8312
0.1917
-0.3272
0
-4.364
-3.359
-4.029
0.8312
-1.345
0.4031
0.15986
-4.363
-3.347
-4.029
0.8312
-0.7009
0.3216
0.31973
-4.362
-3.334
-4.029
0.8312
-0.2248
-0.3272
0
-24.649
4.034
3.607
-0.8694
1.1393
2.0482
Frame
Combo
61
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
61
61
61
61
61
61
61
61
61
61
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-24.647
4.05
3.607
T
KN-m
-0.8694
M2
KN-m
0.5626
M3
KN-m
2.4077
0.31973
-24.646
4.067
3.607
-0.8694
0.1917
2.7646
0
-24.649
-3.359
3.607
-0.8694
-1.345
2.0482
0.15986
-24.647
-3.347
3.607
-0.8694
-0.7009
2.4077
0.31973
-24.646
-3.334
3.607
-0.8694
-0.2248
2.7646
0
-24.649
4.034
-4.029
-0.8694
1.1393
0.4031
0.15986
-24.647
4.05
-4.029
-0.8694
0.5626
0.3216
0.31973
-24.646
4.067
-4.029
-0.8694
0.1917
-0.3272
0
-24.649
-3.359
-4.029
-0.8694
-1.345
0.4031
0.15986
-24.647
-3.347
-4.029
-0.8694
-0.7009
0.3216
0.31973
-24.646
-3.334
-4.029
-0.8694
-0.2248
-0.3272
0
-0.962
-1.325
3.653
0.825
0.0633
-0.0989
0.15986
-0.961
-1.308
3.653
0.825
0.7067
0.2177
0.31973
-0.959
-1.292
3.653
0.825
1.3501
1.8681
0
-0.962
-15.658
3.653
0.825
-0.0641
-0.0989
0.15986
-0.961
-15.641
3.653
0.825
-0.6481
0.2177
0.31973
-0.959
-15.625
3.653
0.825
-1.2322
1.8681
0
-0.962
-1.325
-4.025
0.825
0.0633
-3.1329
0.15986
-0.961
-1.308
-4.025
0.825
0.7067
-0.6441
0.31973
-0.959
-1.292
-4.025
0.825
1.3501
0.3194
0
-0.962
-15.658
-4.025
0.825
-0.0641
-3.1329
0.15986
-0.961
-15.641
-4.025
0.825
-0.6481
-0.6441
0.31973
-0.959
-15.625
-4.025
0.825
-1.2322
0.3194
0
-23.325
-1.325
3.653
-0.6978
0.0633
-0.0989
0.15986
-23.324
-1.308
3.653
-0.6978
0.7067
0.2177
0.31973
-23.323
-1.292
3.653
-0.6978
1.3501
1.8681
0
-23.325
-15.658
3.653
-0.6978
-0.0641
-0.0989
0.15986
-23.324
-15.641
3.653
-0.6978
-0.6481
0.2177
0.31973
-23.323
-15.625
3.653
-0.6978
-1.2322
1.8681
0
-23.325
-1.325
-4.025
-0.6978
0.0633
-3.1329
Frame
Combo
62
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
62
62
62
62
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
64
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-23.324
-1.308
-4.025
T
KN-m
-0.6978
M2
KN-m
0.7067
M3
KN-m
-0.6441
0.31973
-23.323
-1.292
-4.025
-0.6978
1.3501
0.3194
0
-23.325
-15.658
-4.025
-0.6978
-0.0641
-3.1329
0.15986
-23.324
-15.641
-4.025
-0.6978
-0.6481
-0.6441
0.31973
-23.323
-15.625
-4.025
-0.6978
-1.2322
0.3194
0
-1.915
7.435
3.945
0.7182
1.2295
1.8775
0.15986
-1.913
7.451
3.945
0.7182
0.5988
1.8646
0.31973
-1.912
7.468
3.945
0.7182
0.0757
2.1295
0
-1.915
-4.335
3.945
0.7182
-1.3794
1.8775
0.15986
-1.913
-4.318
3.945
0.7182
-0.6963
1.8646
0.31973
-1.912
-4.301
3.945
0.7182
-0.1975
2.1295
0
-1.915
7.435
-4.273
0.7182
1.2295
0.3259
0.15986
-1.913
7.451
-4.273
0.7182
0.5988
-0.1595
0.31973
-1.912
7.468
-4.273
0.7182
0.0757
-1.0648
0
-1.915
-4.335
-4.273
0.7182
-1.3794
0.3259
0.15986
-1.913
-4.318
-4.273
0.7182
-0.6963
-0.1595
0.31973
-1.912
-4.301
-4.273
0.7182
-0.1975
-1.0648
0
-23.907
7.435
3.945
-0.8989
1.2295
1.8775
0.15986
-23.906
7.451
3.945
-0.8989
0.5988
1.8646
0.31973
-23.904
7.468
3.945
-0.8989
0.0757
2.1295
0
-23.907
-4.335
3.945
-0.8989
-1.3794
1.8775
0.15986
-23.906
-4.318
3.945
-0.8989
-0.6963
1.8646
0.31973
-23.904
-4.301
3.945
-0.8989
-0.1975
2.1295
0
-23.907
7.435
-4.273
-0.8989
1.2295
0.3259
0.15986
-23.906
7.451
-4.273
-0.8989
0.5988
-0.1595
0.31973
-23.904
7.468
-4.273
-0.8989
0.0757
-1.0648
0
-23.907
-4.335
-4.273
-0.8989
-1.3794
0.3259
0.15986
-23.906
-4.318
-4.273
-0.8989
-0.6963
-0.1595
0.31973
-23.904
-4.301
-4.273
-0.8989
-0.1975
-1.0648
0
4.639
-0.202
3.747
0.8881
0.0783
0.5598
Frame
Combo
64
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
65
65
65
65
65
65
65
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
4.64
-0.185
3.747
T
KN-m
0.8881
M2
KN-m
0.7346
M3
KN-m
0.685
0.31973
4.641
-0.168
3.747
0.8881
1.4033
1.5268
0
4.639
-10.743
3.747
0.8881
-0.1024
0.5598
0.15986
4.64
-10.726
3.747
0.8881
-0.6837
0.685
0.31973
4.641
-10.71
3.747
0.8881
-1.2827
1.5268
0
4.639
-0.202
-4.183
0.8881
0.0783
-1.9028
0.15986
4.64
-0.185
-4.183
0.8881
0.7346
-0.4328
0.31973
4.641
-0.168
-4.183
0.8881
1.4033
0.2842
0
4.639
-10.743
-4.183
0.8881
-0.1024
-1.9028
0.15986
4.64
-10.726
-4.183
0.8881
-0.6837
-0.4328
0.31973
4.641
-10.71
-4.183
0.8881
-1.2827
0.2842
0
-14.471
-0.202
3.747
-0.7678
0.0783
0.5598
0.15986
-14.47
-0.185
3.747
-0.7678
0.7346
0.685
0.31973
-14.469
-0.168
3.747
-0.7678
1.4033
1.5268
0
-14.471
-10.743
3.747
-0.7678
-0.1024
0.5598
0.15986
-14.47
-10.726
3.747
-0.7678
-0.6837
0.685
0.31973
-14.469
-10.71
3.747
-0.7678
-1.2827
1.5268
0
-14.471
-0.202
-4.183
-0.7678
0.0783
-1.9028
0.15986
-14.47
-0.185
-4.183
-0.7678
0.7346
-0.4328
0.31973
-14.469
-0.168
-4.183
-0.7678
1.4033
0.2842
0
-14.471
-10.743
-4.183
-0.7678
-0.1024
-1.9028
0.15986
-14.47
-10.726
-4.183
-0.7678
-0.6837
-0.4328
0.31973
-14.469
-10.71
-4.183
-0.7678
-1.2827
0.2842
0
2.452
13.838
1.296
0.5776
0.5236
1.5416
0.15986
2.454
13.855
1.296
0.5776
0.3801
0.9725
0.31973
2.455
13.872
1.296
0.5776
0.2761
1.4128
0
2.452
-2.773
1.296
0.5776
-0.2139
1.5416
0.15986
2.454
-2.76
1.296
0.5776
-0.254
0.9725
0.31973
2.455
-2.748
1.296
0.5776
-0.2942
1.4128
0
2.452
13.838
-0.167
0.5776
0.5236
0.2877
Frame
Combo
65
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
65
70
70
70
70
70
70
70
70
70
70
70
70
70
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
2.454
13.855
-0.167
T
KN-m
0.5776
M2
KN-m
0.3801
M3
KN-m
-1.141
0.31973
2.455
13.872
-0.167
0.5776
0.2761
-3.3573
0
2.452
-2.773
-0.167
0.5776
-0.2139
0.2877
0.15986
2.454
-2.76
-0.167
0.5776
-0.254
-1.141
0.31973
2.455
-2.748
-0.167
0.5776
-0.2942
-3.3573
0
-17.155
13.838
1.296
-0.7577
0.5236
1.5416
0.15986
-17.154
13.855
1.296
-0.7577
0.3801
0.9725
0.31973
-17.153
13.872
1.296
-0.7577
0.2761
1.4128
0
-17.155
-2.773
1.296
-0.7577
-0.2139
1.5416
0.15986
-17.154
-2.76
1.296
-0.7577
-0.254
0.9725
0.31973
-17.153
-2.748
1.296
-0.7577
-0.2942
1.4128
0
-17.155
13.838
-0.167
-0.7577
0.5236
0.2877
0.15986
-17.154
13.855
-0.167
-0.7577
0.3801
-1.141
0.31973
-17.153
13.872
-0.167
-0.7577
0.2761
-3.3573
0
-17.155
-2.773
-0.167
-0.7577
-0.2139
0.2877
0.15986
-17.154
-2.76
-0.167
-0.7577
-0.254
-1.141
0.31973
-17.153
-2.748
-0.167
-0.7577
-0.2942
-3.3573
0
17.664
-1.257
0.246
0.0045
0.2113
12.5294
0.39016
17.601
-1.19
0.246
0.0045
0.1153
14.5182
0.78032
17.538
-1.123
0.246
0.0045
0.0565
22.5413
0
17.664
-27.965
0.246
0.0045
-0.3199
12.5294
0.39016
17.601
-27.875
0.246
0.0045
-0.1441
14.5182
0.78032
17.538
-27.786
0.246
0.0045
-0.0565
22.5413
0
17.664
-1.257
-0.451
0.0045
0.2113
-18.4759
0.39016
17.601
-1.19
-0.451
0.0045
0.1153
-8.1872
0.78032
17.538
-1.123
-0.451
0.0045
0.0565
-2.0771
0
17.664
-27.965
-0.451
0.0045
-0.3199
-18.4759
0.39016
17.601
-27.875
-0.451
0.0045
-0.1441
-8.1872
0.78032
17.538
-27.786
-0.451
0.0045
-0.0565
-2.0771
0
4.128
-1.257
0.246
-0.002
0.2113
12.5294
Frame
Combo
70
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
70
70
70
70
70
70
70
70
70
70
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
71
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
4.08
-1.19
0.246
T
KN-m
-0.002
M2
KN-m
0.1153
M3
KN-m
14.5182
0.78032
4.033
-1.123
0.246
-0.002
0.0565
22.5413
0
4.128
-27.965
0.246
-0.002
-0.3199
12.5294
0.39016
4.08
-27.875
0.246
-0.002
-0.1441
14.5182
0.78032
4.033
-27.786
0.246
-0.002
-0.0565
22.5413
0
4.128
-1.257
-0.451
-0.002
0.2113
-18.4759
0.39016
4.08
-1.19
-0.451
-0.002
0.1153
-8.1872
0.78032
4.033
-1.123
-0.451
-0.002
0.0565
-2.0771
0
4.128
-27.965
-0.451
-0.002
-0.3199
-18.4759
0.39016
4.08
-27.875
-0.451
-0.002
-0.1441
-8.1872
0.78032
4.033
-27.786
-0.451
-0.002
-0.0565
-2.0771
0
19.547
1.199
0.154
0.0011
0.182
23.8957
0.39016
19.484
1.266
0.154
0.0011
0.1226
27.1987
0.78032
19.42
1.333
0.154
0.0011
0.0632
30.4667
0
19.547
-15.353
0.154
0.0011
-0.0751
23.8957
0.39016
19.484
-15.263
0.154
0.0011
-0.0493
27.1987
0.78032
19.42
-15.174
0.154
0.0011
-0.0236
30.4667
0
19.547
1.199
-0.067
0.0011
0.182
-3.2013
0.39016
19.484
1.266
-0.067
0.0011
0.1226
0.8829
0.78032
19.42
1.333
-0.067
0.0011
0.0632
4.9323
0
19.547
-15.353
-0.067
0.0011
-0.0751
-3.2013
0.39016
19.484
-15.263
-0.067
0.0011
-0.0493
0.8829
0.78032
19.42
-15.174
-0.067
0.0011
-0.0236
4.9323
0
4.406
1.199
0.154
-0.0028
0.182
23.8957
0.39016
4.359
1.266
0.154
-0.0028
0.1226
27.1987
0.78032
4.312
1.333
0.154
-0.0028
0.0632
30.4667
0
4.406
-15.353
0.154
-0.0028
-0.0751
23.8957
0.39016
4.359
-15.263
0.154
-0.0028
-0.0493
27.1987
0.78032
4.312
-15.174
0.154
-0.0028
-0.0236
30.4667
0
4.406
1.199
-0.067
-0.0028
0.182
-3.2013
Frame
Combo
71
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
71
71
71
71
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
72
73
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
4.359
1.266
-0.067
T
KN-m
-0.0028
M2
KN-m
0.1226
M3
KN-m
0.8829
0.78032
4.312
1.333
-0.067
-0.0028
0.0632
4.9323
0
4.406
-15.353
-0.067
-0.0028
-0.0751
-3.2013
0.39016
4.359
-15.263
-0.067
-0.0028
-0.0493
0.8829
0.78032
4.312
-15.174
-0.067
-0.0028
-0.0236
4.9323
0
19.408
4.335
0.354
0.0031
0.2278
33.8336
0.39016
19.345
4.425
0.354
0.0031
0.0896
32.1247
0.78032
19.282
4.514
0.354
0.0031
0.0164
30.3809
0
19.408
-3.365
0.354
0.0031
-0.1937
33.8336
0.39016
19.345
-3.276
0.354
0.0031
-0.1072
32.1247
0.78032
19.282
-3.186
0.354
0.0031
-0.0489
30.3809
0
19.408
4.335
-0.222
0.0031
0.2278
5.2229
0.39016
19.345
4.425
-0.222
0.0031
0.0896
5.8208
0.78032
19.282
4.514
-0.222
0.0031
0.0164
5.5853
0
19.408
-3.365
-0.222
0.0031
-0.1937
5.2229
0.39016
19.345
-3.276
-0.222
0.0031
-0.1072
5.8208
0.78032
19.282
-3.186
-0.222
0.0031
-0.0489
5.5853
0
2.288
4.335
0.354
-0.0041
0.2278
33.8336
0.39016
2.241
4.425
0.354
-0.0041
0.0896
32.1247
0.78032
2.193
4.514
0.354
-0.0041
0.0164
30.3809
0
2.288
-3.365
0.354
-0.0041
-0.1937
33.8336
0.39016
2.241
-3.276
0.354
-0.0041
-0.1072
32.1247
0.78032
2.193
-3.186
0.354
-0.0041
-0.0489
30.3809
0
2.288
4.335
-0.222
-0.0041
0.2278
5.2229
0.39016
2.241
4.425
-0.222
-0.0041
0.0896
5.8208
0.78032
2.193
4.514
-0.222
-0.0041
0.0164
5.5853
0
2.288
-3.365
-0.222
-0.0041
-0.1937
5.2229
0.39016
2.241
-3.276
-0.222
-0.0041
-0.1072
5.8208
0.78032
2.193
-3.186
-0.222
-0.0041
-0.0489
5.5853
0
12.595
16.668
0.284
0.0017
0.2377
35.5083
Frame
Combo
73
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
73
78
78
78
78
78
78
78
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
12.532
16.757
0.284
T
KN-m
0.0017
M2
KN-m
0.1957
M3
KN-m
28.9877
0.78032
12.469
16.847
0.284
0.0017
0.1537
22.4322
0
12.595
3.192
0.284
0.0017
-0.2393
35.5083
0.39016
12.532
3.259
0.284
0.0017
-0.2003
28.9877
0.78032
12.469
3.326
0.284
0.0017
-0.1614
22.4322
0
12.595
16.668
-0.284
0.0017
0.2377
6.5665
0.39016
12.532
16.757
-0.284
0.0017
0.1957
5.3026
0.78032
12.469
16.847
-0.284
0.0017
0.1537
4.0125
0
12.595
3.192
-0.284
0.0017
-0.2393
6.5665
0.39016
12.532
3.259
-0.284
0.0017
-0.2003
5.3026
0.78032
12.469
3.326
-0.284
0.0017
-0.1614
4.0125
0
-1.132
16.668
0.284
-0.002
0.2377
35.5083
0.39016
-1.179
16.757
0.284
-0.002
0.1957
28.9877
0.78032
-1.226
16.847
0.284
-0.002
0.1537
22.4322
0
-1.132
3.192
0.284
-0.002
-0.2393
35.5083
0.39016
-1.179
3.259
0.284
-0.002
-0.2003
28.9877
0.78032
-1.226
3.326
0.284
-0.002
-0.1614
22.4322
0
-1.132
16.668
-0.284
-0.002
0.2377
6.5665
0.39016
-1.179
16.757
-0.284
-0.002
0.1957
5.3026
0.78032
-1.226
16.847
-0.284
-0.002
0.1537
4.0125
0
-1.132
3.192
-0.284
-0.002
-0.2393
6.5665
0.39016
-1.179
3.259
-0.284
-0.002
-0.2003
5.3026
0.78032
-1.226
3.326
-0.284
-0.002
-0.1614
4.0125
0
-0.035
6.554
0.00331
0.0003378
0.0018
11.2565
0.35419
-0.015
6.613
0.00331
0.0003378
0.0005931
8.9248
0.70838
0.005315
6.672
0.00331
0.0003378
0.0005857
6.5721
0
-0.035
-11.596
0.00331
0.0003378
-0.0018
11.2565
0.35419
-0.015
-11.537
0.00331
0.0003378
-0.0005931
8.9248
0.70838
0.005315
-11.478
0.00331
0.0003378
-0.0005857
6.5721
0
-0.035
6.554
-0.00331
0.0003378
0.0018
-25.5335
Frame
Combo
78
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
79
79
79
79
79
79
79
79
79
79
79
79
79
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.015
6.613
-0.00331
T
KN-m
0.0003378
M2
KN-m
0.0005931
M3
KN-m
-21.4367
0.70838
0.005315
6.672
-0.00331
0.0003378
0.0005857
-17.3609
0
-0.035
-11.596
-0.00331
0.0003378
-0.0018
-25.5335
0.35419
-0.015
-11.537
-0.00331
0.0003378
-0.0005931
-21.4367
0.70838
0.005315
-11.478
-0.00331
0.0003378
-0.0005857
-17.3609
0
-0.955
6.554
0.00331
-0.0003378
0.0018
11.2565
0.35419
-0.935
6.613
0.00331
-0.0003378
0.0005931
8.9248
0.70838
-0.914
6.672
0.00331
-0.0003378
0.0005857
6.5721
0
-0.955
-11.596
0.00331
-0.0003378
-0.0018
11.2565
0.35419
-0.935
-11.537
0.00331
-0.0003378
-0.0005931
8.9248
0.70838
-0.914
-11.478
0.00331
-0.0003378
-0.0005857
6.5721
0
-0.955
6.554
-0.00331
-0.0003378
0.0018
-25.5335
0.35419
-0.935
6.613
-0.00331
-0.0003378
0.0005931
-21.4367
0.70838
-0.914
6.672
-0.00331
-0.0003378
0.0005857
-17.3609
0
-0.955
-11.596
-0.00331
-0.0003378
-0.0018
-25.5335
0.35419
-0.935
-11.537
-0.00331
-0.0003378
-0.0005931
-21.4367
0.70838
-0.914
-11.478
-0.00331
-0.0003378
-0.0005857
-17.3609
0
0.039
4.883
0.0009848
0.0003469
0.0005726
6.5721
0.35419
0.059
4.942
0.0009848
0.0003469
0.0002238
4.8321
0.70838
0.079
5.001
0.0009848
0.0003469
0.0001262
3.0711
0
0.039
-9.495
0.0009848
0.0003469
-0.0005726
6.5721
0.35419
0.059
-9.436
0.0009848
0.0003469
-0.0002238
4.8321
0.70838
0.079
-9.376
0.0009848
0.0003469
-0.0001262
3.0711
0
0.039
4.883
-0.0009848
0.0003469
0.0005726
-17.361
0.35419
0.059
4.942
-0.0009848
0.0003469
0.0002238
-14.0085
0.70838
0.079
5.001
-0.0009848
0.0003469
0.0001262
-10.677
0
0.039
-9.495
-0.0009848
0.0003469
-0.0005726
-17.361
0.35419
0.059
-9.436
-0.0009848
0.0003469
-0.0002238
-14.0085
0.70838
0.079
-9.376
-0.0009848
0.0003469
-0.0001262
-10.677
0
-0.881
4.883
0.0009848
-0.0003469
0.0005726
6.5721
Frame
Combo
79
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
79
79
79
79
79
79
79
79
79
79
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.86
4.942
0.0009848
T
KN-m
-0.0003469
M2
KN-m
0.0002238
M3
KN-m
4.8321
0.70838
-0.84
5.001
0.0009848
-0.0003469
0.0001262
3.0711
0
-0.881
-9.495
0.0009848
-0.0003469
-0.0005726
6.5721
0.35419
-0.86
-9.436
0.0009848
-0.0003469
-0.0002238
4.8321
0.70838
-0.84
-9.376
0.0009848
-0.0003469
-0.0001262
3.0711
0
-0.881
4.883
-0.0009848
-0.0003469
0.0005726
-17.361
0.35419
-0.86
4.942
-0.0009848
-0.0003469
0.0002238
-14.0085
0.70838
-0.84
5.001
-0.0009848
-0.0003469
0.0001262
-10.677
0
-0.881
-9.495
-0.0009848
-0.0003469
-0.0005726
-17.361
0.35419
-0.86
-9.436
-0.0009848
-0.0003469
-0.0002238
-14.0085
0.70838
-0.84
-9.376
-0.0009848
-0.0003469
-0.0001262
-10.677
0
0.113
3.169
3.198E-05
0.0003618
9.996E-05
3.0712
0.35419
0.133
3.228
3.198E-05
0.0003618
8.924E-05
1.9384
0.70838
0.153
3.287
3.198E-05
0.0003618
7.879E-05
0.7847
0
0.113
-7.336
3.198E-05
0.0003618
-9.996E-05
3.0712
0.35419
0.133
-7.277
3.198E-05
0.0003618
-8.924E-05
1.9384
0.70838
0.153
-7.218
3.198E-05
0.0003618
-7.879E-05
0.7847
0
0.113
3.169
-3.198E-05
0.0003618
9.996E-05
-10.677
0.35419
0.133
3.228
-3.198E-05
0.0003618
8.924E-05
-8.089
0.70838
0.153
3.287
-3.198E-05
0.0003618
7.879E-05
-5.522
0
0.113
-7.336
-3.198E-05
0.0003618
-9.996E-05
-10.677
0.35419
0.133
-7.277
-3.198E-05
0.0003618
-8.924E-05
-8.089
0.70838
0.153
-7.218
-3.198E-05
0.0003618
-7.879E-05
-5.522
0
-0.806
3.169
3.198E-05
-0.0003618
9.996E-05
3.0712
0.35419
-0.786
3.228
3.198E-05
-0.0003618
8.924E-05
1.9384
0.70838
-0.765
3.287
3.198E-05
-0.0003618
7.879E-05
0.7847
0
-0.806
-7.336
3.198E-05
-0.0003618
-9.996E-05
3.0712
0.35419
-0.786
-7.277
3.198E-05
-0.0003618
-8.924E-05
1.9384
0.70838
-0.765
-7.218
3.198E-05
-0.0003618
-7.879E-05
0.7847
0
-0.806
3.169
-3.198E-05
-0.0003618
9.996E-05
-10.677
Frame
Combo
80
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
80
80
80
80
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
81
82
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.786
3.228
-3.198E-05
T
KN-m
-0.0003618
M2
KN-m
8.924E-05
M3
KN-m
-8.089
0.70838
-0.765
3.287
-3.198E-05
-0.0003618
7.879E-05
-5.522
0
-0.806
-7.336
-3.198E-05
-0.0003618
-9.996E-05
-10.677
0.35419
-0.786
-7.277
-3.198E-05
-0.0003618
-8.924E-05
-8.089
0.70838
-0.765
-7.218
-3.198E-05
-0.0003618
-7.879E-05
-5.522
0
0.187
1.403
0.0004134
0.0003672
7.902E-05
0.7847
0.35419
0.207
1.462
0.0004134
0.0003672
7.5E-05
0.2772
0.70838
0.227
1.522
0.0004134
0.0003672
0.0002269
-0.2512
0
0.187
-5.108
0.0004134
0.0003672
-7.692E-05
0.7847
0.35419
0.207
-5.049
0.0004134
0.0003672
-6.742E-05
0.2772
0.70838
0.227
-4.99
0.0004134
0.0003672
-0.0002139
-0.2512
0
0.187
1.403
-0.0004289
0.0003672
7.902E-05
-5.522
0.35419
0.207
1.462
-0.0004289
0.0003672
7.5E-05
-3.7231
0.70838
0.227
1.522
-0.0004289
0.0003672
0.0002269
-1.9452
0
0.187
-5.108
-0.0004289
0.0003672
-7.692E-05
-5.522
0.35419
0.207
-5.049
-0.0004289
0.0003672
-6.742E-05
-3.7231
0.70838
0.227
-4.99
-0.0004289
0.0003672
-0.0002139
-1.9452
0
-0.731
1.403
0.0004134
-0.0003672
7.902E-05
0.7847
0.35419
-0.711
1.462
0.0004134
-0.0003672
7.5E-05
0.2772
0.70838
-0.691
1.522
0.0004134
-0.0003672
0.0002269
-0.2512
0
-0.731
-5.108
0.0004134
-0.0003672
-7.692E-05
0.7847
0.35419
-0.711
-5.049
0.0004134
-0.0003672
-6.742E-05
0.2772
0.70838
-0.691
-4.99
0.0004134
-0.0003672
-0.0002139
-0.2512
0
-0.731
1.403
-0.0004289
-0.0003672
7.902E-05
-5.522
0.35419
-0.711
1.462
-0.0004289
-0.0003672
7.5E-05
-3.7231
0.70838
-0.691
1.522
-0.0004289
-0.0003672
0.0002269
-1.9452
0
-0.731
-5.108
-0.0004289
-0.0003672
-7.692E-05
-5.522
0.35419
-0.711
-5.049
-0.0004289
-0.0003672
-6.742E-05
-3.7231
0.70838
-0.691
-4.99
-0.0004289
-0.0003672
-0.0002139
-1.9452
0
0.261
-0.414
0.001856
0.0003381
0.0002186
-0.2512
Frame
Combo
82
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
82
83
83
83
83
83
83
83
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.282
-0.355
0.001856
T
KN-m
0.0003381
M2
KN-m
0.0005294
M3
KN-m
-0.1152
0.70838
0.302
-0.296
0.001856
0.0003381
0.0012
1.635E-05
0
0.261
-2.805
0.001856
0.0003381
-0.000204
-0.2512
0.35419
0.282
-2.746
0.001856
0.0003381
-0.0005294
-0.1152
0.70838
0.302
-2.687
0.001856
0.0003381
-0.0012
1.635E-05
0
0.261
-0.414
-0.001921
0.0003381
0.0002186
-1.9453
0.35419
0.282
-0.355
-0.001921
0.0003381
0.0005294
-0.9622
0.70838
0.302
-0.296
-0.001921
0.0003381
0.0012
-8.767E-06
0
0.261
-2.805
-0.001921
0.0003381
-0.000204
-1.9453
0.35419
0.282
-2.746
-0.001921
0.0003381
-0.0005294
-0.9622
0.70838
0.302
-2.687
-0.001921
0.0003381
-0.0012
-8.767E-06
0
-0.657
-0.414
0.001856
-0.0003381
0.0002186
-0.2512
0.35419
-0.637
-0.355
0.001856
-0.0003381
0.0005294
-0.1152
0.70838
-0.617
-0.296
0.001856
-0.0003381
0.0012
1.635E-05
0
-0.657
-2.805
0.001856
-0.0003381
-0.000204
-0.2512
0.35419
-0.637
-2.746
0.001856
-0.0003381
-0.0005294
-0.1152
0.70838
-0.617
-2.687
0.001856
-0.0003381
-0.0012
1.635E-05
0
-0.657
-0.414
-0.001921
-0.0003381
0.0002186
-1.9453
0.35419
-0.637
-0.355
-0.001921
-0.0003381
0.0005294
-0.9622
0.70838
-0.617
-0.296
-0.001921
-0.0003381
0.0012
-8.767E-06
0
-0.657
-2.805
-0.001921
-0.0003381
-0.000204
-1.9453
0.35419
-0.637
-2.746
-0.001921
-0.0003381
-0.0005294
-0.9622
0.70838
-0.617
-2.687
-0.001921
-0.0003381
-0.0012
-8.767E-06
0
0.333
1.57
0.004314
0.000335
0.0019
7.641E-06
0.35795
0.343
1.632
0.004314
0.000335
0.0006285
0.0748
0.71589
0.356
1.694
0.004314
0.000335
0.0013
0.1275
0
0.333
-0.24
0.004314
0.000335
-0.0019
7.641E-06
0.35795
0.343
-0.178
0.004314
0.000335
-0.0006285
0.0748
0.71589
0.356
-0.116
0.004314
0.000335
-0.0012
0.1275
0
0.333
1.57
-0.004459
0.000335
0.0019
-8.711E-06
Frame
Combo
83
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
83
84
84
84
84
84
84
84
84
84
84
84
84
84
Station
m
0.35795
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.343
1.632
-0.004459
T
KN-m
0.000335
M2
KN-m
0.0006285
M3
KN-m
-0.5731
0.71589
0.356
1.694
-0.004459
0.000335
0.0013
-1.1682
0
0.333
-0.24
-0.004459
0.000335
-0.0019
-8.711E-06
0.35795
0.343
-0.178
-0.004459
0.000335
-0.0006285
-0.5731
0.71589
0.356
-0.116
-0.004459
0.000335
-0.0012
-1.1682
0
-0.299
1.57
0.004314
-0.000335
0.0019
7.641E-06
0.35795
-0.286
1.632
0.004314
-0.000335
0.0006285
0.0748
0.71589
-0.272
1.694
0.004314
-0.000335
0.0013
0.1275
0
-0.299
-0.24
0.004314
-0.000335
-0.0019
7.641E-06
0.35795
-0.286
-0.178
0.004314
-0.000335
-0.0006285
0.0748
0.71589
-0.272
-0.116
0.004314
-0.000335
-0.0012
0.1275
0
-0.299
1.57
-0.004459
-0.000335
0.0019
-8.711E-06
0.35795
-0.286
1.632
-0.004459
-0.000335
0.0006285
-0.5731
0.71589
-0.272
1.694
-0.004459
-0.000335
0.0013
-1.1682
0
-0.299
-0.24
-0.004459
-0.000335
-0.0019
-8.711E-06
0.35795
-0.286
-0.178
-0.004459
-0.000335
-0.0006285
-0.5731
0.71589
-0.272
-0.116
-0.004459
-0.000335
-0.0012
-1.1682
0
0.392
3.647
0.002549
0.0004067
0.0008016
0.1275
0.35795
0.405
3.709
0.002549
0.0004067
0.0006795
0.7873
0.71589
0.418
3.771
0.002549
0.0004067
0.0012
1.425
0
0.392
-1.874
0.002549
0.0004067
-0.0007022
0.1275
0.35795
0.405
-1.812
0.002549
0.0004067
-0.0006795
0.7873
0.71589
0.418
-1.751
0.002549
0.0004067
-0.0013
1.425
0
0.392
3.647
-0.00234
0.0004067
0.0008016
-1.1682
0.35795
0.405
3.709
-0.00234
0.0004067
0.0006795
-2.4848
0.71589
0.418
3.771
-0.00234
0.0004067
0.0012
-3.8236
0
0.392
-1.874
-0.00234
0.0004067
-0.0007022
-1.1682
0.35795
0.405
-1.812
-0.00234
0.0004067
-0.0006795
-2.4848
0.71589
0.418
-1.751
-0.00234
0.0004067
-0.0013
-3.8236
0
-0.265
3.647
0.002549
-0.0004067
0.0008016
0.1275
Frame
Combo
84
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
84
84
84
84
84
84
84
84
84
84
85
85
85
85
85
85
85
85
85
85
85
85
85
85
85
85
85
85
85
Station
m
0.35795
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.252
3.709
0.002549
T
KN-m
-0.0004067
M2
KN-m
0.0006795
M3
KN-m
0.7873
0.71589
-0.238
3.771
0.002549
-0.0004067
0.0012
1.425
0
-0.265
-1.874
0.002549
-0.0004067
-0.0007022
0.1275
0.35795
-0.252
-1.812
0.002549
-0.0004067
-0.0006795
0.7873
0.71589
-0.238
-1.751
0.002549
-0.0004067
-0.0013
1.425
0
-0.265
3.647
-0.00234
-0.0004067
0.0008016
-1.1682
0.35795
-0.252
3.709
-0.00234
-0.0004067
0.0006795
-2.4848
0.71589
-0.238
3.771
-0.00234
-0.0004067
0.0012
-3.8236
0
-0.265
-1.874
-0.00234
-0.0004067
-0.0007022
-1.1682
0.35795
-0.252
-1.812
-0.00234
-0.0004067
-0.0006795
-2.4848
0.71589
-0.238
-1.751
-0.00234
-0.0004067
-0.0013
-3.8236
0
-4.381
-3.27
1.695
0.8573
0.1137
-0.6386
0.15986
-4.38
-3.258
1.695
0.8573
0.3834
-0.031
0.31973
-4.379
-3.245
1.695
0.8573
0.6531
2.0175
0
-4.381
-17.087
1.695
0.8573
-0.1183
-0.6386
0.15986
-4.38
-17.071
1.695
0.8573
-0.3892
-0.031
0.31973
-4.379
-17.054
1.695
0.8573
-0.6601
2.0175
0
-4.381
-3.27
-1.687
0.8573
0.1137
-3.4405
0.15986
-4.38
-3.258
-1.687
0.8573
0.3834
-0.7102
0.31973
-4.379
-3.245
-1.687
0.8573
0.6531
0.403
0
-4.381
-17.087
-1.687
0.8573
-0.1183
-3.4405
0.15986
-4.38
-17.071
-1.687
0.8573
-0.3892
-0.7102
0.31973
-4.379
-17.054
-1.687
0.8573
-0.6601
0.403
0
-23.912
-3.27
1.695
-0.8655
0.1137
-0.6386
0.15986
-23.911
-3.258
1.695
-0.8655
0.3834
-0.031
0.31973
-23.909
-3.245
1.695
-0.8655
0.6531
2.0175
0
-23.912
-17.087
1.695
-0.8655
-0.1183
-0.6386
0.15986
-23.911
-17.071
1.695
-0.8655
-0.3892
-0.031
0.31973
-23.909
-17.054
1.695
-0.8655
-0.6601
2.0175
0
-23.912
-3.27
-1.687
-0.8655
0.1137
-3.4405
Frame
Combo
85
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
85
85
85
85
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
86
87
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-23.911
-3.258
-1.687
T
KN-m
-0.8655
M2
KN-m
0.3834
M3
KN-m
-0.7102
0.31973
-23.909
-3.245
-1.687
-0.8655
0.6531
0.403
0
-23.912
-17.087
-1.687
-0.8655
-0.1183
-3.4405
0.15986
-23.911
-17.071
-1.687
-0.8655
-0.3892
-0.7102
0.31973
-23.909
-17.054
-1.687
-0.8655
-0.6601
0.403
0
-4.606
2.64
3.768
0.7985
1.168
2.0165
0.15986
-4.605
2.657
3.768
0.7985
0.5656
2.4065
0.31973
-4.604
2.673
3.768
0.7985
0.2169
2.7939
0
-4.606
-2.685
3.768
0.7985
-1.168
2.0165
0.15986
-4.605
-2.673
3.768
0.7985
-0.5656
2.4065
0.31973
-4.604
-2.66
3.768
0.7985
-0.1735
2.7939
0
-4.606
2.64
-3.768
0.7985
1.168
0.4028
0.15986
-4.605
2.657
-3.768
0.7985
0.5656
0.4399
0.31973
-4.604
2.673
-3.768
0.7985
0.2169
0.1798
0
-4.606
-2.685
-3.768
0.7985
-1.168
0.4028
0.15986
-4.605
-2.673
-3.768
0.7985
-0.5656
0.4399
0.31973
-4.604
-2.66
-3.768
0.7985
-0.1735
0.1798
0
-24.853
2.64
3.768
-0.8098
1.168
2.0165
0.15986
-24.852
2.657
3.768
-0.8098
0.5656
2.4065
0.31973
-24.85
2.673
3.768
-0.8098
0.2169
2.7939
0
-24.853
-2.685
3.768
-0.8098
-1.168
2.0165
0.15986
-24.852
-2.673
3.768
-0.8098
-0.5656
2.4065
0.31973
-24.85
-2.66
3.768
-0.8098
-0.1735
2.7939
0
-24.853
2.64
-3.768
-0.8098
1.168
0.4028
0.15986
-24.852
2.657
-3.768
-0.8098
0.5656
0.4399
0.31973
-24.85
2.673
-3.768
-0.8098
0.2169
0.1798
0
-24.853
-2.685
-3.768
-0.8098
-1.168
0.4028
0.15986
-24.852
-2.673
-3.768
-0.8098
-0.5656
0.4399
0.31973
-24.85
-2.66
-3.768
-0.8098
-0.1735
0.1798
0
-4.891
-3.342
3.499
0.7759
0.0357
-0.6739
Frame
Combo
87
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
87
87
87
87
87
87
87
87
87
87
87
87
87
87
87
87
87
87
87
87
87
87
88
88
88
88
88
88
88
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-4.89
-3.33
3.499
T
KN-m
0.7759
M2
KN-m
0.5848
M3
KN-m
-0.0035
0.31973
-4.889
-3.317
3.499
0.7759
1.1441
1.9762
0
-4.891
-17.687
3.499
0.7759
-0.0587
-0.6739
0.15986
-4.89
-17.67
3.499
0.7759
-0.5848
-0.0035
0.31973
-4.889
-17.653
3.499
0.7759
-1.1441
1.9762
0
-4.891
-3.342
-3.499
0.7759
0.0357
-3.6733
0.15986
-4.89
-3.33
-3.499
0.7759
0.5848
-0.8472
0.31973
-4.889
-3.317
-3.499
0.7759
1.1441
0.3907
0
-4.891
-17.687
-3.499
0.7759
-0.0587
-3.6733
0.15986
-4.89
-17.67
-3.499
0.7759
-0.5848
-0.8472
0.31973
-4.889
-17.653
-3.499
0.7759
-1.1441
0.3907
0
-26.823
-3.342
3.499
-0.7807
0.0357
-0.6739
0.15986
-26.822
-3.33
3.499
-0.7807
0.5848
-0.0035
0.31973
-26.82
-3.317
3.499
-0.7807
1.1441
1.9762
0
-26.823
-17.687
3.499
-0.7807
-0.0587
-0.6739
0.15986
-26.822
-17.67
3.499
-0.7807
-0.5848
-0.0035
0.31973
-26.82
-17.653
3.499
-0.7807
-1.1441
1.9762
0
-26.823
-3.342
-3.499
-0.7807
0.0357
-3.6733
0.15986
-26.822
-3.33
-3.499
-0.7807
0.5848
-0.8472
0.31973
-26.82
-3.317
-3.499
-0.7807
1.1441
0.3907
0
-26.823
-17.687
-3.499
-0.7807
-0.0587
-3.6733
0.15986
-26.822
-17.67
-3.499
-0.7807
-0.5848
-0.8472
0.31973
-26.82
-17.653
-3.499
-0.7807
-1.1441
0.3907
0
-5.076
3.442
3.202
0.7519
1.0644
1.9766
0.15986
-5.075
3.459
3.202
0.7519
0.5528
2.4475
0.31973
-5.074
3.475
3.202
0.7519
0.205
2.9157
0
-5.076
-3.325
3.202
0.7519
-1.0644
1.9766
0.15986
-5.075
-3.313
3.202
0.7519
-0.5528
2.4475
0.31973
-5.074
-3.3
3.202
0.7519
-0.2207
2.9157
0
-5.076
3.442
-3.202
0.7519
1.0644
0.3908
Frame
Combo
88
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
88
89
89
89
89
89
89
89
89
89
89
89
89
89
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-5.075
3.459
-3.202
T
KN-m
0.7519
M2
KN-m
0.5528
M3
KN-m
0.39
0.31973
-5.074
3.475
-3.202
0.7519
0.205
-0.1642
0
-5.076
-3.325
-3.202
0.7519
-1.0644
0.3908
0.15986
-5.075
-3.313
-3.202
0.7519
-0.5528
0.39
0.31973
-5.074
-3.3
-3.202
0.7519
-0.2207
-0.1642
0
-27.529
3.442
3.202
-0.8485
1.0644
1.9766
0.15986
-27.528
3.459
3.202
-0.8485
0.5528
2.4475
0.31973
-27.527
3.475
3.202
-0.8485
0.205
2.9157
0
-27.529
-3.325
3.202
-0.8485
-1.0644
1.9766
0.15986
-27.528
-3.313
3.202
-0.8485
-0.5528
2.4475
0.31973
-27.527
-3.3
3.202
-0.8485
-0.2207
2.9157
0
-27.529
3.442
-3.202
-0.8485
1.0644
0.3908
0.15986
-27.528
3.459
-3.202
-0.8485
0.5528
0.39
0.31973
-27.527
3.475
-3.202
-0.8485
0.205
-0.1642
0
-27.529
-3.325
-3.202
-0.8485
-1.0644
0.3908
0.15986
-27.528
-3.313
-3.202
-0.8485
-0.5528
0.39
0.31973
-27.527
-3.3
-3.202
-0.8485
-0.2207
-0.1642
0
-1.634
-1.451
3.178
0.6283
0.0451
-0.1754
0.15986
-1.633
-1.434
3.178
0.6283
0.5531
0.1088
0.31973
-1.632
-1.417
3.178
0.6283
1.061
1.745
0
-1.634
-15.336
3.178
0.6283
-0.0451
-0.1754
0.15986
-1.633
-15.319
3.178
0.6283
-0.5531
0.1088
0.31973
-1.632
-15.302
3.178
0.6283
-1.061
1.745
0
-1.634
-1.451
-3.178
0.6283
0.0451
-3.1529
0.15986
-1.633
-1.434
-3.178
0.6283
0.5531
-0.7026
0.31973
-1.632
-1.417
-3.178
0.6283
1.061
0.2831
0
-1.634
-15.336
-3.178
0.6283
-0.0451
-3.1529
0.15986
-1.633
-15.319
-3.178
0.6283
-0.5531
-0.7026
0.31973
-1.632
-15.302
-3.178
0.6283
-1.061
0.2831
0
-23.69
-1.451
3.178
-0.7817
0.0451
-0.1754
Frame
Combo
89
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
89
89
89
89
89
89
89
89
89
89
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-23.689
-1.434
3.178
T
KN-m
-0.7817
M2
KN-m
0.5531
M3
KN-m
0.1088
0.31973
-23.688
-1.417
3.178
-0.7817
1.061
1.745
0
-23.69
-15.336
3.178
-0.7817
-0.0451
-0.1754
0.15986
-23.689
-15.319
3.178
-0.7817
-0.5531
0.1088
0.31973
-23.688
-15.302
3.178
-0.7817
-1.061
1.745
0
-23.69
-1.451
-3.178
-0.7817
0.0451
-3.1529
0.15986
-23.689
-1.434
-3.178
-0.7817
0.5531
-0.7026
0.31973
-23.688
-1.417
-3.178
-0.7817
1.061
0.2831
0
-23.69
-15.336
-3.178
-0.7817
-0.0451
-3.1529
0.15986
-23.689
-15.319
-3.178
-0.7817
-0.5531
-0.7026
0.31973
-23.688
-15.302
-3.178
-0.7817
-1.061
0.2831
0
-1.242
6.259
3.407
0.8956
1.108
1.7465
0.15986
-1.24
6.276
3.407
0.8956
0.5635
1.8737
0.31973
-1.239
6.293
3.407
0.8956
0.1571
2.1364
0
-1.242
-4.513
3.407
0.8956
-1.108
1.7465
0.15986
-1.24
-4.497
3.407
0.8956
-0.5635
1.8737
0.31973
-1.239
-4.48
3.407
0.8956
-0.0674
2.1364
0
-1.242
6.259
-3.407
0.8956
1.108
0.2862
0.15986
-1.24
6.276
-3.407
0.8956
0.5635
-0.1227
0.31973
-1.239
6.293
-3.407
0.8956
0.1571
-0.8071
0
-1.242
-4.513
-3.407
0.8956
-1.108
0.2862
0.15986
-1.24
-4.497
-3.407
0.8956
-0.5635
-0.1227
0.31973
-1.239
-4.48
-3.407
0.8956
-0.0674
-0.8071
0
-22.1
6.259
3.407
-0.625
1.108
1.7465
0.15986
-22.098
6.276
3.407
-0.625
0.5635
1.8737
0.31973
-22.097
6.293
3.407
-0.625
0.1571
2.1364
0
-22.1
-4.513
3.407
-0.625
-1.108
1.7465
0.15986
-22.098
-4.497
3.407
-0.625
-0.5635
1.8737
0.31973
-22.097
-4.48
3.407
-0.625
-0.0674
2.1364
0
-22.1
6.259
-3.407
-0.625
1.108
0.2862
Frame
Combo
90
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
90
90
90
90
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
91
92
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-22.098
6.276
-3.407
T
KN-m
-0.625
M2
KN-m
0.5635
M3
KN-m
-0.1227
0.31973
-22.097
6.293
-3.407
-0.625
0.1571
-0.8071
0
-22.1
-4.513
-3.407
-0.625
-1.108
0.2862
0.15986
-22.098
-4.497
-3.407
-0.625
-0.5635
-0.1227
0.31973
-22.097
-4.48
-3.407
-0.625
-0.0674
-0.8071
0
4.123
-0.039
3.339
0.7976
0.0822
0.4769
0.15986
4.124
-0.022
3.339
0.7976
0.5779
0.5657
0.31973
4.125
-0.004921
3.339
0.7976
1.1117
1.3659
0
4.123
-10.236
3.339
0.7976
-0.0634
0.4769
0.15986
4.124
-10.219
3.339
0.7976
-0.5779
0.5657
0.31973
4.125
-10.202
3.339
0.7976
-1.1117
1.3659
0
4.123
-0.039
-3.339
0.7976
0.0822
-1.9015
0.15986
4.124
-0.022
-3.339
0.7976
0.5779
-0.4302
0.31973
4.125
-0.004921
-3.339
0.7976
1.1117
0.2489
0
4.123
-10.236
-3.339
0.7976
-0.0634
-1.9015
0.15986
4.124
-10.219
-3.339
0.7976
-0.5779
-0.4302
0.31973
4.125
-10.202
-3.339
0.7976
-1.1117
0.2489
0
-14.587
-0.039
3.339
-0.7234
0.0822
0.4769
0.15986
-14.586
-0.022
3.339
-0.7234
0.5779
0.5657
0.31973
-14.585
-0.004921
3.339
-0.7234
1.1117
1.3659
0
-14.587
-10.236
3.339
-0.7234
-0.0634
0.4769
0.15986
-14.586
-10.219
3.339
-0.7234
-0.5779
0.5657
0.31973
-14.585
-10.202
3.339
-0.7234
-1.1117
1.3659
0
-14.587
-0.039
-3.339
-0.7234
0.0822
-1.9015
0.15986
-14.586
-0.022
-3.339
-0.7234
0.5779
-0.4302
0.31973
-14.585
-0.004921
-3.339
-0.7234
1.1117
0.2489
0
-14.587
-10.236
-3.339
-0.7234
-0.0634
-1.9015
0.15986
-14.586
-10.219
-3.339
-0.7234
-0.5779
-0.4302
0.31973
-14.585
-10.202
-3.339
-0.7234
-1.1117
0.2489
0
6.952
12.256
0.366
0.6429
0.2765
1.3667
Frame
Combo
92
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
92
92
92
92
92
92
92
92
92
92
92
92
92
92
92
92
92
92
92
92
92
92
97
97
97
97
97
97
97
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
6.954
12.273
0.366
T
KN-m
0.6429
M2
KN-m
0.226
M3
KN-m
0.9612
0.31973
6.955
12.29
0.366
0.6429
0.2366
1.4188
0
6.952
-2.882
0.366
0.6429
-0.2765
1.3667
0.15986
6.954
-2.869
0.366
0.6429
-0.2445
0.9612
0.31973
6.955
-2.856
0.366
0.6429
-0.3021
1.4188
0
6.952
12.256
-0.316
0.6429
0.2765
0.2487
0.15986
6.954
12.273
-0.316
0.6429
0.226
-1.0831
0.31973
6.955
12.29
-0.316
0.6429
0.2366
-3.0465
0
6.952
-2.882
-0.316
0.6429
-0.2765
0.2487
0.15986
6.954
-2.869
-0.316
0.6429
-0.2445
-1.0831
0.31973
6.955
-2.856
-0.316
0.6429
-0.3021
-3.0465
0
-10.476
12.256
0.366
-0.6732
0.2765
1.3667
0.15986
-10.475
12.273
0.366
-0.6732
0.226
0.9612
0.31973
-10.474
12.29
0.366
-0.6732
0.2366
1.4188
0
-10.476
-2.882
0.366
-0.6732
-0.2765
1.3667
0.15986
-10.475
-2.869
0.366
-0.6732
-0.2445
0.9612
0.31973
-10.474
-2.856
0.366
-0.6732
-0.3021
1.4188
0
-10.476
12.256
-0.316
-0.6732
0.2765
0.2487
0.15986
-10.475
12.273
-0.316
-0.6732
0.226
-1.0831
0.31973
-10.474
12.29
-0.316
-0.6732
0.2366
-3.0465
0
-10.476
-2.882
-0.316
-0.6732
-0.2765
0.2487
0.15986
-10.475
-2.869
-0.316
-0.6732
-0.2445
-1.0831
0.31973
-10.474
-2.856
-0.316
-0.6732
-0.3021
-3.0465
0
25.895
-1.666
0.48
0.002
0.3492
12.6158
0.39016
25.832
-1.599
0.48
0.002
0.1622
14.6332
0.78032
25.769
-1.532
0.48
0.002
0.0871
23.0046
0
25.895
-28.337
0.48
0.002
-0.2293
12.6158
0.39016
25.832
-28.247
0.48
0.002
-0.1179
14.6332
0.78032
25.769
-28.158
0.48
0.002
-0.0628
23.0046
0
25.895
-1.666
-0.286
0.002
0.3492
-18.9115
Frame
Combo
97
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
97
97
97
97
97
97
97
97
97
97
97
97
97
97
97
97
98
98
98
98
98
98
98
98
98
98
98
98
98
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
25.832
-1.599
-0.286
T
KN-m
0.002
M2
KN-m
0.1622
M3
KN-m
-8.537
0.78032
25.769
-1.532
-0.286
0.002
0.0871
-2.3204
0
25.895
-28.337
-0.286
0.002
-0.2293
-18.9115
0.39016
25.832
-28.247
-0.286
0.002
-0.1179
-8.537
0.78032
25.769
-28.158
-0.286
0.002
-0.0628
-2.3204
0
5.861
-1.666
0.48
-0.0043
0.3492
12.6158
0.39016
5.814
-1.599
0.48
-0.0043
0.1622
14.6332
0.78032
5.767
-1.532
0.48
-0.0043
0.0871
23.0046
0
5.861
-28.337
0.48
-0.0043
-0.2293
12.6158
0.39016
5.814
-28.247
0.48
-0.0043
-0.1179
14.6332
0.78032
5.767
-28.158
0.48
-0.0043
-0.0628
23.0046
0
5.861
-1.666
-0.286
-0.0043
0.3492
-18.9115
0.39016
5.814
-1.599
-0.286
-0.0043
0.1622
-8.537
0.78032
5.767
-1.532
-0.286
-0.0043
0.0871
-2.3204
0
5.861
-28.337
-0.286
-0.0043
-0.2293
-18.9115
0.39016
5.814
-28.247
-0.286
-0.0043
-0.1179
-8.537
0.78032
5.767
-28.158
-0.286
-0.0043
-0.0628
-2.3204
0
31.105
1.241
0.164
0.0026
0.1218
24.3004
0.39016
31.042
1.308
0.164
0.0026
0.0576
27.1042
0.78032
30.979
1.375
0.164
0.0026
0.0146
29.8731
0
31.105
-13.55
0.164
0.0026
-0.1956
24.3004
0.39016
31.042
-13.46
0.164
0.0026
-0.1347
27.1042
0.78032
30.979
-13.371
0.164
0.0026
-0.0948
29.8731
0
31.105
1.241
-0.156
0.0026
0.1218
-3.5113
0.39016
31.042
1.308
-0.156
0.0026
0.0576
0.1473
0.78032
30.979
1.375
-0.156
0.0026
0.0146
3.7709
0
31.105
-13.55
-0.156
0.0026
-0.1956
-3.5113
0.39016
31.042
-13.46
-0.156
0.0026
-0.1347
0.1473
0.78032
30.979
-13.371
-0.156
0.0026
-0.0948
3.7709
0
5.077
1.241
0.164
-0.0013
0.1218
24.3004
Frame
Combo
98
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
98
98
98
98
98
98
98
98
98
98
99
99
99
99
99
99
99
99
99
99
99
99
99
99
99
99
99
99
99
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
5.03
1.308
0.164
T
KN-m
-0.0013
M2
KN-m
0.0576
M3
KN-m
27.1042
0.78032
4.982
1.375
0.164
-0.0013
0.0146
29.8731
0
5.077
-13.55
0.164
-0.0013
-0.1956
24.3004
0.39016
5.03
-13.46
0.164
-0.0013
-0.1347
27.1042
0.78032
4.982
-13.371
0.164
-0.0013
-0.0948
29.8731
0
5.077
1.241
-0.156
-0.0013
0.1218
-3.5113
0.39016
5.03
1.308
-0.156
-0.0013
0.0576
0.1473
0.78032
4.982
1.375
-0.156
-0.0013
0.0146
3.7709
0
5.077
-13.55
-0.156
-0.0013
-0.1956
-3.5113
0.39016
5.03
-13.46
-0.156
-0.0013
-0.1347
0.1473
0.78032
4.982
-13.371
-0.156
-0.0013
-0.0948
3.7709
0
27.674
5.205
0.292
0.0037
0.2016
33.6644
0.39016
27.61
5.295
0.292
0.0037
0.089
31.6161
0.78032
27.547
5.384
0.292
0.0037
0.0553
29.5329
0
27.674
-2.7
0.292
0.0037
-0.1721
33.6644
0.39016
27.61
-2.61
0.292
0.0037
-0.0596
31.6161
0.78032
27.547
-2.521
0.292
0.0037
-0.0487
29.5329
0
27.674
5.205
-0.291
0.0037
0.2016
4.3217
0.39016
27.61
5.295
-0.291
0.0037
0.089
5.3576
0.78032
27.547
5.384
-0.291
0.0037
0.0553
5.4264
0
27.674
-2.7
-0.291
0.0037
-0.1721
4.3217
0.39016
27.61
-2.61
-0.291
0.0037
-0.0596
5.3576
0.78032
27.547
-2.521
-0.291
0.0037
-0.0487
5.4264
0
2.669
5.205
0.292
-0.0027
0.2016
33.6644
0.39016
2.622
5.295
0.292
-0.0027
0.089
31.6161
0.78032
2.575
5.384
0.292
-0.0027
0.0553
29.5329
0
2.669
-2.7
0.292
-0.0027
-0.1721
33.6644
0.39016
2.622
-2.61
0.292
-0.0027
-0.0596
31.6161
0.78032
2.575
-2.521
0.292
-0.0027
-0.0487
29.5329
0
2.669
5.205
-0.291
-0.0027
0.2016
4.3217
Frame
Combo
99
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
99
99
99
99
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
105
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
2.622
5.295
-0.291
T
KN-m
-0.0027
M2
KN-m
0.089
M3
KN-m
5.3576
0.78032
2.575
5.384
-0.291
-0.0027
0.0553
5.4264
0
2.669
-2.7
-0.291
-0.0027
-0.1721
4.3217
0.39016
2.622
-2.61
-0.291
-0.0027
-0.0596
5.3576
0.78032
2.575
-2.521
-0.291
-0.0027
-0.0487
5.4264
0
17.468
16.725
0.314
0.0029
0.3333
35.1364
0.39016
17.405
16.814
0.314
0.0029
0.2503
28.5935
0.78032
17.342
16.904
0.314
0.0029
0.1682
22.0157
0
17.468
3.223
0.314
0.0029
-0.4596
35.1364
0.39016
17.405
3.29
0.314
0.0029
-0.3035
28.5935
0.78032
17.342
3.358
0.314
0.0029
-0.1483
22.0157
0
17.468
16.725
-0.516
0.0029
0.3333
6.5124
0.39016
17.405
16.814
-0.516
0.0029
0.2503
5.2416
0.78032
17.342
16.904
-0.516
0.0029
0.1682
3.9447
0
17.468
3.223
-0.516
0.0029
-0.4596
6.5124
0.39016
17.405
3.29
-0.516
0.0029
-0.3035
5.2416
0.78032
17.342
3.358
-0.516
0.0029
-0.1483
3.9447
0
-1.226
16.725
0.314
-0.0026
0.3333
35.1364
0.39016
-1.273
16.814
0.314
-0.0026
0.2503
28.5935
0.78032
-1.32
16.904
0.314
-0.0026
0.1682
22.0157
0
-1.226
3.223
0.314
-0.0026
-0.4596
35.1364
0.39016
-1.273
3.29
0.314
-0.0026
-0.3035
28.5935
0.78032
-1.32
3.358
0.314
-0.0026
-0.1483
22.0157
0
-1.226
16.725
-0.516
-0.0026
0.3333
6.5124
0.39016
-1.273
16.814
-0.516
-0.0026
0.2503
5.2416
0.78032
-1.32
16.904
-0.516
-0.0026
0.1682
3.9447
0
-1.226
3.223
-0.516
-0.0026
-0.4596
6.5124
0.39016
-1.273
3.29
-0.516
-0.0026
-0.3035
5.2416
0.78032
-1.32
3.358
-0.516
-0.0026
-0.1483
3.9447
0
0.054
7.129
0.003697
0.0015
0.0017
11.5467
Frame
Combo
105
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
105
106
106
106
106
106
106
106
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.074
7.188
0.003697
T
KN-m
0.0015
M2
KN-m
0.0013
M3
KN-m
9.0111
0.70838
0.094
7.247
0.003697
0.0015
0.0015
6.4547
0
0.054
-11.909
0.003697
0.0015
-0.0027
11.5467
0.35419
0.074
-11.85
0.003697
0.0015
-0.0022
9.0111
0.70838
0.094
-11.791
0.003697
0.0015
-0.0024
6.4547
0
0.054
7.129
-0.003963
0.0015
0.0017
-24.9812
0.35419
0.074
7.188
-0.003963
0.0015
0.0013
-20.7737
0.70838
0.094
7.247
-0.003963
0.0015
0.0015
-16.5871
0
0.054
-11.909
-0.003963
0.0015
-0.0027
-24.9812
0.35419
0.074
-11.85
-0.003963
0.0015
-0.0022
-20.7737
0.70838
0.094
-11.791
-0.003963
0.0015
-0.0024
-16.5871
0
-0.614
7.129
0.003697
-0.0016
0.0017
11.5467
0.35419
-0.593
7.188
0.003697
-0.0016
0.0013
9.0111
0.70838
-0.573
7.247
0.003697
-0.0016
0.0015
6.4547
0
-0.614
-11.909
0.003697
-0.0016
-0.0027
11.5467
0.35419
-0.593
-11.85
0.003697
-0.0016
-0.0022
9.0111
0.70838
-0.573
-11.791
0.003697
-0.0016
-0.0024
6.4547
0
-0.614
7.129
-0.003963
-0.0016
0.0017
-24.9812
0.35419
-0.593
7.188
-0.003963
-0.0016
0.0013
-20.7737
0.70838
-0.573
7.247
-0.003963
-0.0016
0.0015
-16.5871
0
-0.614
-11.909
-0.003963
-0.0016
-0.0027
-24.9812
0.35419
-0.593
-11.85
-0.003963
-0.0016
-0.0022
-20.7737
0.70838
-0.573
-11.791
-0.003963
-0.0016
-0.0024
-16.5871
0
0.128
5.127
0.002433
0.0012
0.0018
6.4547
0.35419
0.148
5.186
0.002433
0.0012
0.0009128
4.6284
0.70838
0.168
5.245
0.002433
0.0012
0.0004522
2.7811
0
0.128
-9.457
0.002433
0.0012
-0.0031
6.4547
0.35419
0.148
-9.398
0.002433
0.0012
-0.0013
4.6284
0.70838
0.168
-9.339
0.002433
0.0012
5.093E-05
2.7811
0
0.128
5.127
-0.004894
0.0012
0.0018
-16.5871
Frame
Combo
106
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
106
106
106
106
106
106
106
106
106
106
106
106
106
106
106
106
107
107
107
107
107
107
107
107
107
107
107
107
107
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.148
5.186
-0.004894
T
KN-m
0.0012
M2
KN-m
0.0009128
M3
KN-m
-13.2481
0.70838
0.168
5.245
-0.004894
0.0012
0.0004522
-9.9299
0
0.128
-9.457
-0.004894
0.0012
-0.0031
-16.5871
0.35419
0.148
-9.398
-0.004894
0.0012
-0.0013
-13.2481
0.70838
0.168
-9.339
-0.004894
0.0012
5.093E-05
-9.9299
0
-0.539
5.127
0.002433
-0.0019
0.0018
6.4547
0.35419
-0.519
5.186
0.002433
-0.0019
0.0009128
4.6284
0.70838
-0.499
5.245
0.002433
-0.0019
0.0004522
2.7811
0
-0.539
-9.457
0.002433
-0.0019
-0.0031
6.4547
0.35419
-0.519
-9.398
0.002433
-0.0019
-0.0013
4.6284
0.70838
-0.499
-9.339
0.002433
-0.0019
5.093E-05
2.7811
0
-0.539
5.127
-0.004894
-0.0019
0.0018
-16.5871
0.35419
-0.519
5.186
-0.004894
-0.0019
0.0009128
-13.2481
0.70838
-0.499
5.245
-0.004894
-0.0019
0.0004522
-9.9299
0
-0.539
-9.457
-0.004894
-0.0019
-0.0031
-16.5871
0.35419
-0.519
-9.398
-0.004894
-0.0019
-0.0013
-13.2481
0.70838
-0.499
-9.339
-0.004894
-0.0019
5.093E-05
-9.9299
0
0.202
3.159
0.002111
0.0014
0.000586
2.7811
0.35419
0.222
3.218
0.002111
0.0014
0.000332
1.6517
0.70838
0.243
3.277
0.002111
0.0014
0.0013
0.5013
0
0.202
-7.052
0.002111
0.0014
-0.0006604
2.7811
0.35419
0.222
-6.993
0.002111
0.0014
-0.0001774
1.6517
0.70838
0.243
-6.934
0.002111
0.0014
-0.0009251
0.5013
0
0.202
3.159
-0.002781
0.0014
0.000586
-9.93
0.35419
0.222
3.218
-0.002781
0.0014
0.000332
-7.4426
0.70838
0.243
3.277
-0.002781
0.0014
0.0013
-4.9761
0
0.202
-7.052
-0.002781
0.0014
-0.0006604
-9.93
0.35419
0.222
-6.993
-0.002781
0.0014
-0.0001774
-7.4426
0.70838
0.243
-6.934
-0.002781
0.0014
-0.0009251
-4.9761
0
-0.465
3.159
0.002111
-0.0023
0.000586
2.7811
Frame
Combo
107
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
107
107
107
107
107
107
107
107
107
107
108
108
108
108
108
108
108
108
108
108
108
108
108
108
108
108
108
108
108
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.445
3.218
0.002111
T
KN-m
-0.0023
M2
KN-m
0.000332
M3
KN-m
1.6517
0.70838
-0.424
3.277
0.002111
-0.0023
0.0013
0.5013
0
-0.465
-7.052
0.002111
-0.0023
-0.0006604
2.7811
0.35419
-0.445
-6.993
0.002111
-0.0023
-0.0001774
1.6517
0.70838
-0.424
-6.934
0.002111
-0.0023
-0.0009251
0.5013
0
-0.465
3.159
-0.002781
-0.0023
0.000586
-9.93
0.35419
-0.445
3.218
-0.002781
-0.0023
0.000332
-7.4426
0.70838
-0.424
3.277
-0.002781
-0.0023
0.0013
-4.9761
0
-0.465
-7.052
-0.002781
-0.0023
-0.0006604
-9.93
0.35419
-0.445
-6.993
-0.002781
-0.0023
-0.0001774
-7.4426
0.70838
-0.424
-6.934
-0.002781
-0.0023
-0.0009251
-4.9761
0
0.276
1.235
0.00748
0.0015
0.0003967
0.5014
0.35419
0.296
1.294
0.00748
0.0015
0.0056
0.0537
0.70838
0.317
1.353
0.00748
0.0015
0.0108
-0.415
0
0.276
-4.709
0.00748
0.0015
-0.000488
0.5014
0.35419
0.296
-4.65
0.00748
0.0015
-0.0031
0.0537
0.70838
0.317
-4.591
0.00748
0.0015
-0.0057
-0.415
0
0.276
1.235
-0.015
0.0015
0.0003967
-4.9762
0.35419
0.296
1.294
-0.015
0.0015
0.0056
-3.3187
0.70838
0.317
1.353
-0.015
0.0015
0.0108
-1.6821
0
0.276
-4.709
-0.015
0.0015
-0.000488
-4.9762
0.35419
0.296
-4.65
-0.015
0.0015
-0.0031
-3.3187
0.70838
0.317
-4.591
-0.015
0.0015
-0.0057
-1.6821
0
-0.39
1.235
0.00748
-0.0025
0.0003967
0.5014
0.35419
-0.37
1.294
0.00748
-0.0025
0.0056
0.0537
0.70838
-0.35
1.353
0.00748
-0.0025
0.0108
-0.415
0
-0.39
-4.709
0.00748
-0.0025
-0.000488
0.5014
0.35419
-0.37
-4.65
0.00748
-0.0025
-0.0031
0.0537
0.70838
-0.35
-4.591
0.00748
-0.0025
-0.0057
-0.415
0
-0.39
1.235
-0.015
-0.0025
0.0003967
-4.9762
Frame
Combo
108
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
108
108
108
108
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
109
110
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.37
1.294
-0.015
T
KN-m
-0.0025
M2
KN-m
0.0056
M3
KN-m
-3.3187
0.70838
-0.35
1.353
-0.015
-0.0025
0.0108
-1.6821
0
-0.39
-4.709
-0.015
-0.0025
-0.000488
-4.9762
0.35419
-0.37
-4.65
-0.015
-0.0025
-0.0031
-3.3187
0.70838
-0.35
-4.591
-0.015
-0.0025
-0.0057
-1.6821
0
0.351
-0.645
0.044
0.0027
0.0117
-0.415
0.35419
0.371
-0.586
0.044
0.0027
0.0024
-0.197
0.70838
0.391
-0.527
0.044
0.0027
0.0111
5.956E-05
0
0.351
-2.434
0.044
0.0027
-0.0063
-0.415
0.35419
0.371
-2.375
0.044
0.0027
-0.004
-0.197
0.70838
0.391
-2.316
0.044
0.0027
-0.0197
5.956E-05
0
0.351
-0.645
-0.025
0.0027
0.0117
-1.6821
0.35419
0.371
-0.586
-0.025
0.0027
0.0024
-0.8306
0.70838
0.391
-0.527
-0.025
0.0027
0.0111
-3.684E-05
0
0.351
-2.434
-0.025
0.0027
-0.0063
-1.6821
0.35419
0.371
-2.375
-0.025
0.0027
-0.004
-0.8306
0.70838
0.391
-2.316
-0.025
0.0027
-0.0197
-3.684E-05
0
-0.325
-0.645
0.044
-0.0038
0.0117
-0.415
0.35419
-0.31
-0.586
0.044
-0.0038
0.0024
-0.197
0.70838
-0.295
-0.527
0.044
-0.0038
0.0111
5.956E-05
0
-0.325
-2.434
0.044
-0.0038
-0.0063
-0.415
0.35419
-0.31
-2.375
0.044
-0.0038
-0.004
-0.197
0.70838
-0.295
-2.316
0.044
-0.0038
-0.0197
5.956E-05
0
-0.325
-0.645
-0.025
-0.0038
0.0117
-1.6821
0.35419
-0.31
-0.586
-0.025
-0.0038
0.0024
-0.8306
0.70838
-0.295
-0.527
-0.025
-0.0038
0.0111
-3.684E-05
0
-0.325
-2.434
-0.025
-0.0038
-0.0063
-1.6821
0.35419
-0.31
-2.375
-0.025
-0.0038
-0.004
-0.8306
0.70838
-0.295
-2.316
-0.025
-0.0038
-0.0197
-3.684E-05
0
0.637
1.856
0.023
0.0005078
0.0075
1.529E-05
Frame
Combo
110
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
110
111
111
111
111
111
111
111
Station
m
0.35795
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.65
1.918
0.023
T
KN-m
0.0005078
M2
KN-m
0.0023
M3
KN-m
0.1676
0.71589
0.663
1.98
0.023
0.0005078
0.0046
0.3131
0
0.637
-0.499
0.023
0.0005078
-0.0029
1.529E-05
0.35795
0.65
-0.437
0.023
0.0005078
-0.0027
0.1676
0.71589
0.663
-0.376
0.023
0.0005078
-0.0105
0.3131
0
0.637
1.856
-0.009007
0.0005078
0.0075
-1.485E-05
0.35795
0.65
1.918
-0.009007
0.0005078
0.0023
-0.6754
0.71589
0.663
1.98
-0.009007
0.0005078
0.0046
-1.373
0
0.637
-0.499
-0.009007
0.0005078
-0.0029
-1.485E-05
0.35795
0.65
-0.437
-0.009007
0.0005078
-0.0027
-0.6754
0.71589
0.663
-0.376
-0.009007
0.0005078
-0.0105
-1.373
0
-0.257
1.856
0.023
-0.0005815
0.0075
1.529E-05
0.35795
-0.244
1.918
0.023
-0.0005815
0.0023
0.1676
0.71589
-0.231
1.98
0.023
-0.0005815
0.0046
0.3131
0
-0.257
-0.499
0.023
-0.0005815
-0.0029
1.529E-05
0.35795
-0.244
-0.437
0.023
-0.0005815
-0.0027
0.1676
0.71589
-0.231
-0.376
0.023
-0.0005815
-0.0105
0.3131
0
-0.257
1.856
-0.009007
-0.0005815
0.0075
-1.485E-05
0.35795
-0.244
1.918
-0.009007
-0.0005815
0.0023
-0.6754
0.71589
-0.231
1.98
-0.009007
-0.0005815
0.0046
-1.373
0
-0.257
-0.499
-0.009007
-0.0005815
-0.0029
-1.485E-05
0.35795
-0.244
-0.437
-0.009007
-0.0005815
-0.0027
-0.6754
0.71589
-0.231
-0.376
-0.009007
-0.0005815
-0.0105
-1.373
0
0.657
4.39
0.011
0.0031
0.0048
0.3132
0.35795
0.67
4.452
0.011
0.0031
0.0019
1.2185
0.71589
0.684
4.514
0.011
0.0031
0.0081
2.1017
0
0.657
-2.56
0.011
0.0031
-0.0109
0.3132
0.35795
0.67
-2.498
0.011
0.0031
-0.0021
1.2185
0.71589
0.684
-2.437
0.011
0.0031
-0.0029
2.1017
0
0.657
4.39
-0.026
0.0031
0.0048
-1.373
Frame
Combo
111
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
111
111
111
111
111
111
111
111
111
111
111
111
111
111
111
111
112
112
112
112
112
112
112
112
112
112
112
112
112
Station
m
0.35795
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.67
4.452
-0.026
T
KN-m
0.0031
M2
KN-m
0.0019
M3
KN-m
-2.9555
0.71589
0.684
4.514
-0.026
0.0031
0.0081
-4.5601
0
0.657
-2.56
-0.026
0.0031
-0.0109
-1.373
0.35795
0.67
-2.498
-0.026
0.0031
-0.0021
-2.9555
0.71589
0.684
-2.437
-0.026
0.0031
-0.0029
-4.5601
0
-0.183
4.39
0.011
-0.0034
0.0048
0.3132
0.35795
-0.17
4.452
0.011
-0.0034
0.0019
1.2185
0.71589
-0.156
4.514
0.011
-0.0034
0.0081
2.1017
0
-0.183
-2.56
0.011
-0.0034
-0.0109
0.3132
0.35795
-0.17
-2.498
0.011
-0.0034
-0.0021
1.2185
0.71589
-0.156
-2.437
0.011
-0.0034
-0.0029
2.1017
0
-0.183
4.39
-0.026
-0.0034
0.0048
-1.373
0.35795
-0.17
4.452
-0.026
-0.0034
0.0019
-2.9555
0.71589
-0.156
4.514
-0.026
-0.0034
0.0081
-4.5601
0
-0.183
-2.56
-0.026
-0.0034
-0.0109
-1.373
0.35795
-0.17
-2.498
-0.026
-0.0034
-0.0021
-2.9555
0.71589
-0.156
-2.437
-0.026
-0.0034
-0.0029
-4.5601
0
-4.372
-3.337
2.016
0.9868
0.1723
-0.6417
0.15986
-4.371
-3.324
2.016
0.9868
0.476
0.0347
0.31973
-4.37
-3.311
2.016
0.9868
0.7797
2.106
0
-4.372
-17.379
2.016
0.9868
-0.1583
-0.6417
0.15986
-4.371
-17.363
2.016
0.9868
-0.4806
0.0347
0.31973
-4.37
-17.346
2.016
0.9868
-0.8029
2.106
0
-4.372
-3.337
-1.9
0.9868
0.1723
-3.4454
0.15986
-4.371
-3.324
-1.9
0.9868
0.476
-0.6684
0.31973
-4.37
-3.311
-1.9
0.9868
0.7797
0.4211
0
-4.372
-17.379
-1.9
0.9868
-0.1583
-3.4454
0.15986
-4.371
-17.363
-1.9
0.9868
-0.4806
-0.6684
0.31973
-4.37
-17.346
-1.9
0.9868
-0.8029
0.4211
0
-23.786
-3.337
2.016
-1.0248
0.1723
-0.6417
Frame
Combo
112
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
112
112
112
112
112
112
112
112
112
112
113
113
113
113
113
113
113
113
113
113
113
113
113
113
113
113
113
113
113
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-23.785
-3.324
2.016
T
KN-m
-1.0248
M2
KN-m
0.476
M3
KN-m
0.0347
0.31973
-23.783
-3.311
2.016
-1.0248
0.7797
2.106
0
-23.786
-17.379
2.016
-1.0248
-0.1583
-0.6417
0.15986
-23.785
-17.363
2.016
-1.0248
-0.4806
0.0347
0.31973
-23.783
-17.346
2.016
-1.0248
-0.8029
2.106
0
-23.786
-3.337
-1.9
-1.0248
0.1723
-3.4454
0.15986
-23.785
-3.324
-1.9
-1.0248
0.476
-0.6684
0.31973
-23.783
-3.311
-1.9
-1.0248
0.7797
0.4211
0
-23.786
-17.379
-1.9
-1.0248
-0.1583
-3.4454
0.15986
-23.785
-17.363
-1.9
-1.0248
-0.4806
-0.6684
0.31973
-23.783
-17.346
-1.9
-1.0248
-0.8029
0.4211
0
-3.866
3.469
5.317
0.8815
1.5942
2.0962
0.15986
-3.865
3.486
5.317
0.8815
0.7441
2.3668
0.31973
-3.864
3.503
5.317
0.8815
0.2411
2.6347
0
-3.866
-2.734
5.317
0.8815
-1.2453
2.0962
0.15986
-3.865
-2.722
5.317
0.8815
-0.5856
2.3668
0.31973
-3.864
-2.709
5.317
0.8815
-0.3072
2.6347
0
-3.866
3.469
-4.127
0.8815
1.5942
0.419
0.15986
-3.865
3.486
-4.127
0.8815
0.7441
0.4334
0.31973
-3.864
3.503
-4.127
0.8815
0.2411
-0.0402
0
-3.866
-2.734
-4.127
0.8815
-1.2453
0.419
0.15986
-3.865
-2.722
-4.127
0.8815
-0.5856
0.4334
0.31973
-3.864
-2.709
-4.127
0.8815
-0.3072
-0.0402
0
-21.37
3.469
5.317
-0.7123
1.5942
2.0962
0.15986
-21.369
3.486
5.317
-0.7123
0.7441
2.3668
0.31973
-21.367
3.503
5.317
-0.7123
0.2411
2.6347
0
-21.37
-2.734
5.317
-0.7123
-1.2453
2.0962
0.15986
-21.369
-2.722
5.317
-0.7123
-0.5856
2.3668
0.31973
-21.367
-2.709
5.317
-0.7123
-0.3072
2.6347
0
-21.37
3.469
-4.127
-0.7123
1.5942
0.419
Frame
Combo
113
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
113
113
113
113
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
114
115
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-21.369
3.486
-4.127
T
KN-m
-0.7123
M2
KN-m
0.7441
M3
KN-m
0.4334
0.31973
-21.367
3.503
-4.127
-0.7123
0.2411
-0.0402
0
-21.37
-2.734
-4.127
-0.7123
-1.2453
0.419
0.15986
-21.369
-2.722
-4.127
-0.7123
-0.5856
0.4334
0.31973
-21.367
-2.709
-4.127
-0.7123
-0.3072
-0.0402
0
-4.818
-3.373
4.773
0.7274
0.0405
-0.6688
0.15986
-4.817
-3.36
4.773
0.7274
0.6485
0.0721
0.31973
-4.816
-3.348
4.773
0.7274
1.2651
2.0486
0
-4.818
-17.795
4.773
0.7274
-0.0258
-0.6688
0.15986
-4.817
-17.779
4.773
0.7274
-0.7888
0.0721
0.31973
-4.816
-17.762
4.773
0.7274
-1.5517
2.0486
0
-4.818
-3.373
-3.857
0.7274
0.0405
-3.6358
0.15986
-4.817
-3.36
-3.857
0.7274
0.6485
-0.7923
0.31973
-4.816
-3.348
-3.857
0.7274
1.2651
0.4056
0
-4.818
-17.795
-3.857
0.7274
-0.0258
-3.6358
0.15986
-4.817
-17.779
-3.857
0.7274
-0.7888
-0.7923
0.31973
-4.816
-17.762
-3.857
0.7274
-1.5517
0.4056
0
-26.37
-3.373
4.773
-0.8316
0.0405
-0.6688
0.15986
-26.368
-3.36
4.773
-0.8316
0.6485
0.0721
0.31973
-26.367
-3.348
4.773
-0.8316
1.2651
2.0486
0
-26.37
-17.795
4.773
-0.8316
-0.0258
-0.6688
0.15986
-26.368
-17.779
4.773
-0.8316
-0.7888
0.0721
0.31973
-26.367
-17.762
4.773
-0.8316
-1.5517
2.0486
0
-26.37
-3.373
-3.857
-0.8316
0.0405
-3.6358
0.15986
-26.368
-3.36
-3.857
-0.8316
0.6485
-0.7923
0.31973
-26.367
-3.348
-3.857
-0.8316
1.2651
0.4056
0
-26.37
-17.795
-3.857
-0.8316
-0.0258
-3.6358
0.15986
-26.368
-17.779
-3.857
-0.8316
-0.7888
-0.7923
0.31973
-26.367
-17.762
-3.857
-0.8316
-1.5517
0.4056
0
-4.175
4.28
4.029
0.9004
1.345
2.0482
Frame
Combo
115
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
115
116
116
116
116
116
116
116
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-4.174
4.297
4.029
T
KN-m
0.9004
M2
KN-m
0.7009
M3
KN-m
2.4077
0.31973
-4.173
4.314
4.029
0.9004
0.2627
2.7646
0
-4.175
-3.359
4.029
0.9004
-1.1393
2.0482
0.15986
-4.174
-3.347
4.029
0.9004
-0.5626
2.4077
0.31973
-4.173
-3.334
4.029
0.9004
-0.156
2.7646
0
-4.175
4.28
-3.607
0.9004
1.345
0.4056
0.15986
-4.174
4.297
-3.607
0.9004
0.7009
0.2988
0.31973
-4.173
4.314
-3.607
0.9004
0.2627
-0.3895
0
-4.175
-3.359
-3.607
0.9004
-1.1393
0.4056
0.15986
-4.174
-3.347
-3.607
0.9004
-0.5626
0.2988
0.31973
-4.173
-3.334
-3.607
0.9004
-0.156
-0.3895
0
-24.649
4.28
4.029
-0.7746
1.345
2.0482
0.15986
-24.647
4.297
4.029
-0.7746
0.7009
2.4077
0.31973
-24.646
4.314
4.029
-0.7746
0.2627
2.7646
0
-24.649
-3.359
4.029
-0.7746
-1.1393
2.0482
0.15986
-24.647
-3.347
4.029
-0.7746
-0.5626
2.4077
0.31973
-24.646
-3.334
4.029
-0.7746
-0.156
2.7646
0
-24.649
4.28
-3.607
-0.7746
1.345
0.4056
0.15986
-24.647
4.297
-3.607
-0.7746
0.7009
0.2988
0.31973
-24.646
4.314
-3.607
-0.7746
0.2627
-0.3895
0
-24.649
-3.359
-3.607
-0.7746
-1.1393
0.4056
0.15986
-24.647
-3.347
-3.607
-0.7746
-0.5626
0.2988
0.31973
-24.646
-3.334
-3.607
-0.7746
-0.156
-0.3895
0
-0.718
-1.204
4.025
0.7211
0.0641
-0.0683
0.15986
-0.717
-1.188
4.025
0.7211
0.6481
0.2177
0.31973
-0.715
-1.171
4.025
0.7211
1.2322
1.8681
0
-0.718
-15.658
4.025
0.7211
-0.0633
-0.0683
0.15986
-0.717
-15.641
4.025
0.7211
-0.7067
0.2177
0.31973
-0.715
-15.625
4.025
0.7211
-1.3501
1.8681
0
-0.718
-1.204
-3.653
0.7211
0.0641
-3.1329
Frame
Combo
116
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
116
116
116
116
116
116
116
116
116
116
116
116
116
116
116
116
117
117
117
117
117
117
117
117
117
117
117
117
117
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.717
-1.188
-3.653
T
KN-m
0.7211
M2
KN-m
0.6481
M3
KN-m
-0.6328
0.31973
-0.715
-1.171
-3.653
0.7211
1.2322
0.3115
0
-0.718
-15.658
-3.653
0.7211
-0.0633
-3.1329
0.15986
-0.717
-15.641
-3.653
0.7211
-0.7067
-0.6328
0.31973
-0.715
-15.625
-3.653
0.7211
-1.3501
0.3115
0
-23.325
-1.204
4.025
-0.8018
0.0641
-0.0683
0.15986
-23.324
-1.188
4.025
-0.8018
0.6481
0.2177
0.31973
-23.323
-1.171
4.025
-0.8018
1.2322
1.8681
0
-23.325
-15.658
4.025
-0.8018
-0.0633
-0.0683
0.15986
-23.324
-15.641
4.025
-0.8018
-0.7067
0.2177
0.31973
-23.323
-15.625
4.025
-0.8018
-1.3501
1.8681
0
-23.325
-1.204
-3.653
-0.8018
0.0641
-3.1329
0.15986
-23.324
-1.188
-3.653
-0.8018
0.6481
-0.6328
0.31973
-23.323
-1.171
-3.653
-0.8018
1.2322
0.3115
0
-23.325
-15.658
-3.653
-0.8018
-0.0633
-3.1329
0.15986
-23.324
-15.641
-3.653
-0.8018
-0.7067
-0.6328
0.31973
-23.323
-15.625
-3.653
-0.8018
-1.3501
0.3115
0
-1.699
7.435
4.273
0.7805
1.3794
1.8775
0.15986
-1.697
7.451
4.273
0.7805
0.6963
1.8646
0.31973
-1.696
7.468
4.273
0.7805
0.096
2.1001
0
-1.699
-4.264
4.273
0.7805
-1.2295
1.8775
0.15986
-1.697
-4.247
4.273
0.7805
-0.5988
1.8646
0.31973
-1.696
-4.23
4.273
0.7805
-0.1525
2.1001
0
-1.699
7.435
-3.945
0.7805
1.3794
0.3193
0.15986
-1.697
7.451
-3.945
0.7805
0.6963
-0.1774
0.31973
-1.696
7.468
-3.945
0.7805
0.096
-1.0648
0
-1.699
-4.264
-3.945
0.7805
-1.2295
0.3193
0.15986
-1.697
-4.247
-3.945
0.7805
-0.5988
-0.1774
0.31973
-1.696
-4.23
-3.945
0.7805
-0.1525
-1.0648
0
-23.907
7.435
4.273
-0.8367
1.3794
1.8775
Frame
Combo
117
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
117
117
117
117
117
117
117
117
117
117
118
118
118
118
118
118
118
118
118
118
118
118
118
118
118
118
118
118
118
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-23.906
7.451
4.273
T
KN-m
-0.8367
M2
KN-m
0.6963
M3
KN-m
1.8646
0.31973
-23.904
7.468
4.273
-0.8367
0.096
2.1001
0
-23.907
-4.264
4.273
-0.8367
-1.2295
1.8775
0.15986
-23.906
-4.247
4.273
-0.8367
-0.5988
1.8646
0.31973
-23.904
-4.23
4.273
-0.8367
-0.1525
2.1001
0
-23.907
7.435
-3.945
-0.8367
1.3794
0.3193
0.15986
-23.906
7.451
-3.945
-0.8367
0.6963
-0.1774
0.31973
-23.904
7.468
-3.945
-0.8367
0.096
-1.0648
0
-23.907
-4.264
-3.945
-0.8367
-1.2295
0.3193
0.15986
-23.906
-4.247
-3.945
-0.8367
-0.5988
-0.1774
0.31973
-23.904
-4.23
-3.945
-0.8367
-0.1525
-1.0648
0
4.639
-0.202
4.183
0.731
0.0897
0.5598
0.15986
4.64
-0.185
4.183
0.731
0.6837
0.685
0.31973
4.641
-0.168
4.183
0.731
1.2827
1.5268
0
4.639
-10.743
4.183
0.731
-0.0836
0.5598
0.15986
4.64
-10.726
4.183
0.731
-0.7346
0.685
0.31973
4.641
-10.71
4.183
0.731
-1.4033
1.5268
0
4.639
-0.202
-3.747
0.731
0.0897
-1.9028
0.15986
4.64
-0.185
-3.747
0.731
0.6837
-0.4328
0.31973
4.641
-0.168
-3.747
0.731
1.2827
0.287
0
4.639
-10.743
-3.747
0.731
-0.0836
-1.9028
0.15986
4.64
-10.726
-3.747
0.731
-0.7346
-0.4328
0.31973
4.641
-10.71
-3.747
0.731
-1.4033
0.287
0
-14.471
-0.202
4.183
-0.9073
0.0897
0.5598
0.15986
-14.47
-0.185
4.183
-0.9073
0.6837
0.685
0.31973
-14.469
-0.168
4.183
-0.9073
1.2827
1.5268
0
-14.471
-10.743
4.183
-0.9073
-0.0836
0.5598
0.15986
-14.47
-10.726
4.183
-0.9073
-0.7346
0.685
0.31973
-14.469
-10.71
4.183
-0.9073
-1.4033
1.5268
0
-14.471
-0.202
-3.747
-0.9073
0.0897
-1.9028
Frame
Combo
118
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
118
118
118
118
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
119
124
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-14.47
-0.185
-3.747
T
KN-m
-0.9073
M2
KN-m
0.6837
M3
KN-m
-0.4328
0.31973
-14.469
-0.168
-3.747
-0.9073
1.2827
0.287
0
-14.471
-10.743
-3.747
-0.9073
-0.0836
-1.9028
0.15986
-14.47
-10.726
-3.747
-0.9073
-0.7346
-0.4328
0.31973
-14.469
-10.71
-3.747
-0.9073
-1.4033
0.287
0
2.452
13.838
0.167
0.7729
0.2038
1.5416
0.15986
2.454
13.855
0.167
0.7729
0.2487
0.9725
0.31973
2.455
13.872
0.167
0.7729
0.3333
1.4128
0
2.452
-2.773
0.167
0.7729
-0.5236
1.5416
0.15986
2.454
-2.76
0.167
0.7729
-0.3554
0.9725
0.31973
2.455
-2.748
0.167
0.7729
-0.2292
1.4128
0
2.452
13.838
-1.296
0.7729
0.2038
0.2903
0.15986
2.454
13.855
-1.296
0.7729
0.2487
-1.141
0.31973
2.455
13.872
-1.296
0.7729
0.3333
-3.3573
0
2.452
-2.773
-1.296
0.7729
-0.5236
0.2903
0.15986
2.454
-2.76
-1.296
0.7729
-0.3554
-1.141
0.31973
2.455
-2.748
-1.296
0.7729
-0.2292
-3.3573
0
-17.155
13.838
0.167
-0.5589
0.2038
1.5416
0.15986
-17.154
13.855
0.167
-0.5589
0.2487
0.9725
0.31973
-17.153
13.872
0.167
-0.5589
0.3333
1.4128
0
-17.155
-2.773
0.167
-0.5589
-0.5236
1.5416
0.15986
-17.154
-2.76
0.167
-0.5589
-0.3554
0.9725
0.31973
-17.153
-2.748
0.167
-0.5589
-0.2292
1.4128
0
-17.155
13.838
-1.296
-0.5589
0.2038
0.2903
0.15986
-17.154
13.855
-1.296
-0.5589
0.2487
-1.141
0.31973
-17.153
13.872
-1.296
-0.5589
0.3333
-3.3573
0
-17.155
-2.773
-1.296
-0.5589
-0.5236
0.2903
0.15986
-17.154
-2.76
-1.296
-0.5589
-0.3554
-1.141
0.31973
-17.153
-2.748
-1.296
-0.5589
-0.2292
-3.3573
0
8.848
1.579
-0.052
0.0035
-0.0523
17.6211
Frame
Combo
124
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
124
124
124
124
124
124
124
124
124
124
124
124
124
124
124
124
124
124
124
124
124
124
125
125
125
125
125
125
125
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
8.785
1.646
-0.052
T
KN-m
0.0035
M2
KN-m
-0.0318
M3
KN-m
18.0155
0.78032
8.722
1.714
-0.052
0.0035
-0.0114
20.4875
0
8.848
-14.128
-0.052
0.0035
-0.4331
17.6211
0.39016
8.785
-14.038
-0.052
0.0035
-0.2304
18.0155
0.78032
8.722
-13.949
-0.052
0.0035
-0.0864
20.4875
0
8.848
1.579
-0.52
0.0035
-0.0523
-14.0088
0.39016
8.785
1.646
-0.52
0.0035
-0.0318
-9.092
0.78032
8.722
1.714
-0.52
0.0035
-0.0114
-6.8031
0
8.848
-14.128
-0.52
0.0035
-0.4331
-14.0088
0.39016
8.785
-14.038
-0.52
0.0035
-0.2304
-9.092
0.78032
8.722
-13.949
-0.52
0.0035
-0.0864
-6.8031
0
-2.787
1.579
-0.052
-0.0005818
-0.0523
17.6211
0.39016
-2.85
1.646
-0.052
-0.0005818
-0.0318
18.0155
0.78032
-2.913
1.714
-0.052
-0.0005818
-0.0114
20.4875
0
-2.787
-14.128
-0.052
-0.0005818
-0.4331
17.6211
0.39016
-2.85
-14.038
-0.052
-0.0005818
-0.2304
18.0155
0.78032
-2.913
-13.949
-0.052
-0.0005818
-0.0864
20.4875
0
-2.787
1.579
-0.52
-0.0005818
-0.0523
-14.0088
0.39016
-2.85
1.646
-0.52
-0.0005818
-0.0318
-9.092
0.78032
-2.913
1.714
-0.52
-0.0005818
-0.0114
-6.8031
0
-2.787
-14.128
-0.52
-0.0005818
-0.4331
-14.0088
0.39016
-2.85
-14.038
-0.52
-0.0005818
-0.2304
-9.092
0.78032
-2.913
-13.949
-0.52
-0.0005818
-0.0864
-6.8031
0
10.35
2.745
0.225
0.0001622
0.1818
22.2107
0.39016
10.287
2.812
0.225
0.0001622
0.0939
22.7931
0.78032
10.224
2.879
0.225
0.0001622
0.0377
23.3407
0
10.35
-8.598
0.225
0.0001622
-0.0128
22.2107
0.39016
10.287
-8.509
0.225
0.0001622
-0.0051
22.7931
0.78032
10.224
-8.419
0.225
0.0001622
-0.0786
23.3407
0
10.35
2.745
-0.04
0.0001622
0.1818
-7.4858
Frame
Combo
125
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
125
125
125
125
125
125
125
125
125
125
125
125
125
125
125
125
126
126
126
126
126
126
126
126
126
126
126
126
126
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
10.287
2.812
-0.04
T
KN-m
0.0001622
M2
KN-m
0.0939
M3
KN-m
-5.653
0.78032
10.224
2.879
-0.04
0.0001622
0.0377
-3.855
0
10.35
-8.598
-0.04
0.0001622
-0.0128
-7.4858
0.39016
10.287
-8.509
-0.04
0.0001622
-0.0051
-5.653
0.78032
10.224
-8.419
-0.04
0.0001622
-0.0786
-3.855
0
-4.738
2.745
0.225
-0.0025
0.1818
22.2107
0.39016
-4.802
2.812
0.225
-0.0025
0.0939
22.7931
0.78032
-4.865
2.879
0.225
-0.0025
0.0377
23.3407
0
-4.738
-8.598
0.225
-0.0025
-0.0128
22.2107
0.39016
-4.802
-8.509
0.225
-0.0025
-0.0051
22.7931
0.78032
-4.865
-8.419
0.225
-0.0025
-0.0786
23.3407
0
-4.738
2.745
-0.04
-0.0025
0.1818
-7.4858
0.39016
-4.802
2.812
-0.04
-0.0025
0.0939
-5.653
0.78032
-4.865
2.879
-0.04
-0.0025
0.0377
-3.855
0
-4.738
-8.598
-0.04
-0.0025
-0.0128
-7.4858
0.39016
-4.802
-8.509
-0.04
-0.0025
-0.0051
-5.653
0.78032
-4.865
-8.419
-0.04
-0.0025
-0.0786
-3.855
0
9.511
4.281
0.411
0.0014
0.2319
25.8615
0.39016
9.448
4.37
0.411
0.0014
0.0732
24.3646
0.78032
9.384
4.46
0.411
0.0014
0.0389
22.8329
0
9.511
-4.312
0.411
0.0014
-0.0967
25.8615
0.39016
9.448
-4.223
0.411
0.0014
-0.0508
24.3646
0.78032
9.384
-4.133
0.411
0.0014
-0.0889
22.8329
0
9.511
4.281
-0.122
0.0014
0.2319
-4.3446
0.39016
9.448
4.37
-0.122
0.0014
0.0732
-3.1411
0.78032
9.384
4.46
-0.122
0.0014
0.0389
-1.9725
0
9.511
-4.312
-0.122
0.0014
-0.0967
-4.3446
0.39016
9.448
-4.223
-0.122
0.0014
-0.0508
-3.1411
0.78032
9.384
-4.133
-0.122
0.0014
-0.0889
-1.9725
0
-6.544
4.281
0.411
-0.0045
0.2319
25.8615
Frame
Combo
126
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
126
126
126
126
126
126
126
126
126
126
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
127
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-6.607
4.37
0.411
T
KN-m
-0.0045
M2
KN-m
0.0732
M3
KN-m
24.3646
0.78032
-6.671
4.46
0.411
-0.0045
0.0389
22.8329
0
-6.544
-4.312
0.411
-0.0045
-0.0967
25.8615
0.39016
-6.607
-4.223
0.411
-0.0045
-0.0508
24.3646
0.78032
-6.671
-4.133
0.411
-0.0045
-0.0889
22.8329
0
-6.544
4.281
-0.122
-0.0045
0.2319
-4.3446
0.39016
-6.607
4.37
-0.122
-0.0045
0.0732
-3.1411
0.78032
-6.671
4.46
-0.122
-0.0045
0.0389
-1.9725
0
-6.544
-4.312
-0.122
-0.0045
-0.0967
-4.3446
0.39016
-6.607
-4.223
-0.122
-0.0045
-0.0508
-3.1411
0.78032
-6.671
-4.133
-0.122
-0.0045
-0.0889
-1.9725
0
6.052
9.479
0.614
0.0024
0.426
26.0262
0.39016
5.989
9.568
0.614
0.0024
0.2509
22.4597
0.78032
5.926
9.658
0.614
0.0024
0.0772
18.8582
0
6.052
-1.35
0.614
0.0024
0.0007812
26.0262
0.39016
5.989
-1.26
0.614
0.0024
-0.0784
22.4597
0.78032
5.926
-1.171
0.614
0.0024
-0.159
18.8582
0
6.052
9.479
0.031
0.0024
0.426
-2.1869
0.39016
5.989
9.568
0.031
0.0024
0.2509
-1.6777
0.78032
5.926
9.658
0.031
0.0024
0.0772
-1.2034
0
6.052
-1.35
0.031
0.0024
0.0007812
-2.1869
0.39016
5.989
-1.26
0.031
0.0024
-0.0784
-1.6777
0.78032
5.926
-1.171
0.031
0.0024
-0.159
-1.2034
0
-8.85
9.479
0.614
-0.0005998
0.426
26.0262
0.39016
-8.913
9.568
0.614
-0.0005998
0.2509
22.4597
0.78032
-8.976
9.658
0.614
-0.0005998
0.0772
18.8582
0
-8.85
-1.35
0.614
-0.0005998
0.0007812
26.0262
0.39016
-8.913
-1.26
0.614
-0.0005998
-0.0784
22.4597
0.78032
-8.976
-1.171
0.614
-0.0005998
-0.159
18.8582
0
-8.85
9.479
0.031
-0.0005998
0.426
-2.1869
Frame
Combo
127
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
127
127
127
127
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
132
133
Station
m
0.39016
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-8.913
9.568
0.031
T
KN-m
-0.0005998
M2
KN-m
0.2509
M3
KN-m
-1.6777
0.78032
-8.976
9.658
0.031
-0.0005998
0.0772
-1.2034
0
-8.85
-1.35
0.031
-0.0005998
0.0007812
-2.1869
0.39016
-8.913
-1.26
0.031
-0.0005998
-0.0784
-1.6777
0.78032
-8.976
-1.171
0.031
-0.0005998
-0.159
-1.2034
0
0.391
2.302
0.013
0.0117
0.0029
3.7206
0.35419
0.406
2.361
0.013
0.0117
4.098E-05
2.8948
0.70838
0.421
2.42
0.013
0.0117
-0.0027
2.0481
0
0.391
-5.33
0.013
0.0117
0.0006373
3.7206
0.35419
0.406
-5.271
0.013
0.0117
-0.0029
2.8948
0.70838
0.421
-5.212
0.013
0.0117
-0.0064
2.0481
0
0.391
2.302
0.005369
0.0117
0.0029
-11.721
0.35419
0.406
2.361
0.005369
0.0117
4.098E-05
-9.8437
0.70838
0.421
2.42
0.005369
0.0117
-0.0027
-7.9874
0
0.391
-5.33
0.005369
0.0117
0.0006373
-11.721
0.35419
0.406
-5.271
0.005369
0.0117
-0.0029
-9.8437
0.70838
0.421
-5.212
0.005369
0.0117
-0.0064
-7.9874
0
-0.659
2.302
0.013
-0.0132
0.0029
3.7206
0.35419
-0.639
2.361
0.013
-0.0132
4.098E-05
2.8948
0.70838
-0.618
2.42
0.013
-0.0132
-0.0027
2.0481
0
-0.659
-5.33
0.013
-0.0132
0.0006373
3.7206
0.35419
-0.639
-5.271
0.013
-0.0132
-0.0029
2.8948
0.70838
-0.618
-5.212
0.013
-0.0132
-0.0064
2.0481
0
-0.659
2.302
0.005369
-0.0132
0.0029
-11.721
0.35419
-0.639
2.361
0.005369
-0.0132
4.098E-05
-9.8437
0.70838
-0.618
2.42
0.005369
-0.0132
-0.0027
-7.9874
0
-0.659
-5.33
0.005369
-0.0132
0.0006373
-11.721
0.35419
-0.639
-5.271
0.005369
-0.0132
-0.0029
-9.8437
0.70838
-0.618
-5.212
0.005369
-0.0132
-0.0064
-7.9874
0
0.433
1.663
0.017
0.0034
0.0072
2.0481
Frame
Combo
133
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
133
133
133
133
133
133
133
133
133
133
133
133
133
133
133
133
133
133
133
133
133
133
134
134
134
134
134
134
134
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.449
1.722
0.017
T
KN-m
0.0034
M2
KN-m
0.0014
M3
KN-m
1.4485
0.70838
0.469
1.782
0.017
0.0034
-0.0036
0.8279
0
0.433
-4.373
0.017
0.0034
0.0016
2.0481
0.35419
0.449
-4.314
0.017
0.0034
-0.0012
1.4485
0.70838
0.469
-4.255
0.017
0.0034
-0.0052
0.8279
0
0.433
1.663
0.007809
0.0034
0.0072
-7.9874
0.35419
0.449
1.722
0.007809
0.0034
0.0014
-6.449
0.70838
0.469
1.782
0.007809
0.0034
-0.0036
-4.9315
0
0.433
-4.373
0.007809
0.0034
0.0016
-7.9874
0.35419
0.449
-4.314
0.007809
0.0034
-0.0012
-6.449
0.70838
0.469
-4.255
0.007809
0.0034
-0.0052
-4.9315
0
-0.601
1.663
0.017
-0.0046
0.0072
2.0481
0.35419
-0.581
1.722
0.017
-0.0046
0.0014
1.4485
0.70838
-0.561
1.782
0.017
-0.0046
-0.0036
0.8279
0
-0.601
-4.373
0.017
-0.0046
0.0016
2.0481
0.35419
-0.581
-4.314
0.017
-0.0046
-0.0012
1.4485
0.70838
-0.561
-4.255
0.017
-0.0046
-0.0052
0.8279
0
-0.601
1.663
0.007809
-0.0046
0.0072
-7.9874
0.35419
-0.581
1.722
0.007809
-0.0046
0.0014
-6.449
0.70838
-0.561
1.782
0.007809
-0.0046
-0.0036
-4.9315
0
-0.601
-4.373
0.007809
-0.0046
0.0016
-7.9874
0.35419
-0.581
-4.314
0.007809
-0.0046
-0.0012
-6.449
0.70838
-0.561
-4.255
0.007809
-0.0046
-0.0052
-4.9315
0
0.485
1.01
0.017
0.0035
0.0057
0.8279
0.35419
0.506
1.069
0.017
0.0035
0.0007956
0.4597
0.70838
0.526
1.128
0.017
0.0035
-0.0013
0.0706
0
0.485
-3.396
0.017
0.0035
0.0027
0.8279
0.35419
0.506
-3.336
0.017
0.0035
-0.0004253
0.4597
0.70838
0.526
-3.277
0.017
0.0035
-0.0065
0.0706
0
0.485
1.01
0.005701
0.0035
0.0057
-4.9315
Frame
Combo
134
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
134
134
134
134
134
134
134
134
134
134
134
134
134
134
134
134
135
135
135
135
135
135
135
135
135
135
135
135
135
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.506
1.069
0.005701
T
KN-m
0.0035
M2
KN-m
0.0007956
M3
KN-m
-3.7393
0.70838
0.526
1.128
0.005701
0.0035
-0.0013
-2.568
0
0.485
-3.396
0.005701
0.0035
0.0027
-4.9315
0.35419
0.506
-3.336
0.005701
0.0035
-0.0004253
-3.7393
0.70838
0.526
-3.277
0.005701
0.0035
-0.0065
-2.568
0
-0.544
1.01
0.017
-0.0053
0.0057
0.8279
0.35419
-0.524
1.069
0.017
-0.0053
0.0007956
0.4597
0.70838
-0.503
1.128
0.017
-0.0053
-0.0013
0.0706
0
-0.544
-3.396
0.017
-0.0053
0.0027
0.8279
0.35419
-0.524
-3.336
0.017
-0.0053
-0.0004253
0.4597
0.70838
-0.503
-3.277
0.017
-0.0053
-0.0065
0.0706
0
-0.544
1.01
0.005701
-0.0053
0.0057
-4.9315
0.35419
-0.524
1.069
0.005701
-0.0053
0.0007956
-3.7393
0.70838
-0.503
1.128
0.005701
-0.0053
-0.0013
-2.568
0
-0.544
-3.396
0.005701
-0.0053
0.0027
-4.9315
0.35419
-0.524
-3.336
0.005701
-0.0053
-0.0004253
-3.7393
0.70838
-0.503
-3.277
0.005701
-0.0053
-0.0065
-2.568
0
0.542
0.337
0.022
0.0035
0.0069
0.0705
0.35419
0.563
0.397
0.022
0.0035
0.0065
-0.0594
0.70838
0.583
0.456
0.022
0.0035
0.0061
-0.2104
0
0.542
-2.39
0.022
0.0035
0.0036
0.0705
0.35419
0.563
-2.331
0.022
0.0035
-0.0041
-0.0594
0.70838
0.583
-2.272
0.022
0.0035
-0.0118
-0.2104
0
0.542
0.337
-0.0009274
0.0035
0.0069
-2.568
0.35419
0.563
0.397
-0.0009274
0.0035
0.0065
-1.7319
0.70838
0.583
0.456
-0.0009274
0.0035
0.0061
-0.9168
0
0.542
-2.39
-0.0009274
0.0035
0.0036
-2.568
0.35419
0.563
-2.331
-0.0009274
0.0035
-0.0041
-1.7319
0.70838
0.583
-2.272
-0.0009274
0.0035
-0.0118
-0.9168
0
-0.486
0.337
0.022
-0.0056
0.0069
0.0705
Frame
Combo
135
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
135
135
135
135
135
135
135
135
135
135
136
136
136
136
136
136
136
136
136
136
136
136
136
136
136
136
136
136
136
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.466
0.397
0.022
T
KN-m
-0.0056
M2
KN-m
0.0065
M3
KN-m
-0.0594
0.70838
-0.446
0.456
0.022
-0.0056
0.0061
-0.2104
0
-0.486
-2.39
0.022
-0.0056
0.0036
0.0705
0.35419
-0.466
-2.331
0.022
-0.0056
-0.0041
-0.0594
0.70838
-0.446
-2.272
0.022
-0.0056
-0.0118
-0.2104
0
-0.486
0.337
-0.0009274
-0.0056
0.0069
-2.568
0.35419
-0.466
0.397
-0.0009274
-0.0056
0.0065
-1.7319
0.70838
-0.446
0.456
-0.0009274
-0.0056
0.0061
-0.9168
0
-0.486
-2.39
-0.0009274
-0.0056
0.0036
-2.568
0.35419
-0.466
-2.331
-0.0009274
-0.0056
-0.0041
-1.7319
0.70838
-0.446
-2.272
-0.0009274
-0.0056
-0.0118
-0.9168
0
0.6
-0.356
0.055
-0.0004498
0.0164
-0.2104
0.35419
0.62
-0.297
0.055
-0.0004498
0.0036
-0.0947
0.70838
0.641
-0.238
0.055
-0.0004498
0.0098
4.123E-05
0
0.6
-1.353
0.055
-0.0004498
-0.0025
-0.2104
0.35419
0.62
-1.294
0.055
-0.0004498
-0.0032
-0.0947
0.70838
0.641
-1.235
0.055
-0.0004498
-0.0226
4.123E-05
0
0.6
-0.356
-0.017
-0.0004498
0.0164
-0.9167
0.35419
0.62
-0.297
-0.017
-0.0004498
0.0036
-0.4479
0.70838
0.641
-0.238
-0.017
-0.0004498
0.0098
-6.763E-05
0
0.6
-1.353
-0.017
-0.0004498
-0.0025
-0.9167
0.35419
0.62
-1.294
-0.017
-0.0004498
-0.0032
-0.4479
0.70838
0.641
-1.235
-0.017
-0.0004498
-0.0226
-6.763E-05
0
-0.429
-0.356
0.055
-0.0017
0.0164
-0.2104
0.35419
-0.409
-0.297
0.055
-0.0017
0.0036
-0.0947
0.70838
-0.389
-0.238
0.055
-0.0017
0.0098
4.123E-05
0
-0.429
-1.353
0.055
-0.0017
-0.0025
-0.2104
0.35419
-0.409
-1.294
0.055
-0.0017
-0.0032
-0.0947
0.70838
-0.389
-1.235
0.055
-0.0017
-0.0226
4.123E-05
0
-0.429
-0.356
-0.017
-0.0017
0.0164
-0.9167
Frame
Combo
136
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
136
136
136
136
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
137
138
Station
m
0.35419
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.409
-0.297
-0.017
T
KN-m
-0.0017
M2
KN-m
0.0036
M3
KN-m
-0.4479
0.70838
-0.389
-0.238
-0.017
-0.0017
0.0098
-6.763E-05
0
-0.429
-1.353
-0.017
-0.0017
-0.0025
-0.9167
0.35419
-0.409
-1.294
-0.017
-0.0017
-0.0032
-0.4479
0.70838
-0.389
-1.235
-0.017
-0.0017
-0.0226
-6.763E-05
0
0.007918
0.704
0.148
0.0065
0.0489
1.909E-05
0.35795
0.021
0.765
0.148
0.0065
0.0029
0.0091
0.71589
0.034
0.827
0.148
0.0065
0.0368
-0.0038
0
0.007918
-0.056
0.148
0.0065
-0.0328
1.909E-05
0.35795
0.021
0.005303
0.148
0.0065
-0.0047
0.0091
0.71589
0.034
0.067
0.148
0.0065
-0.0571
-0.0038
0
0.007918
0.704
-0.097
0.0065
0.0489
-1.911E-05
0.35795
0.021
0.765
-0.097
0.0065
0.0029
-0.2629
0.71589
0.034
0.827
-0.097
0.0065
0.0368
-0.548
0
0.007918
-0.056
-0.097
0.0065
-0.0328
-1.911E-05
0.35795
0.021
0.005303
-0.097
0.0065
-0.0047
-0.2629
0.71589
0.034
0.067
-0.097
0.0065
-0.0571
-0.548
0
-0.15
0.704
0.148
-0.0065
0.0489
1.909E-05
0.35795
-0.137
0.765
0.148
-0.0065
0.0029
0.0091
0.71589
-0.123
0.827
0.148
-0.0065
0.0368
-0.0038
0
-0.15
-0.056
0.148
-0.0065
-0.0328
1.909E-05
0.35795
-0.137
0.005303
0.148
-0.0065
-0.0047
0.0091
0.71589
-0.123
0.067
0.148
-0.0065
-0.0571
-0.0038
0
-0.15
0.704
-0.097
-0.0065
0.0489
-1.911E-05
0.35795
-0.137
0.765
-0.097
-0.0065
0.0029
-0.2629
0.71589
-0.123
0.827
-0.097
-0.0065
0.0368
-0.548
0
-0.15
-0.056
-0.097
-0.0065
-0.0328
-1.911E-05
0.35795
-0.137
0.005303
-0.097
-0.0065
-0.0047
-0.2629
0.71589
-0.123
0.067
-0.097
-0.0065
-0.0571
-0.548
0
0.026
1.655
0.011
0.0088
0.0074
-0.0038
Frame
Combo
138
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
138
139
139
139
139
139
139
139
Station
m
0.35795
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
0.039
1.717
0.011
T
KN-m
0.0088
M2
KN-m
0.0153
M3
KN-m
0.2283
0.71589
0.053
1.779
0.011
0.0088
0.025
0.4383
0
0.026
-0.679
0.011
0.0088
-0.0094
-0.0038
0.35795
0.039
-0.618
0.011
0.0088
-0.0114
0.2283
0.71589
0.053
-0.556
0.011
0.0088
-0.0153
0.4383
0
0.026
1.655
-0.027
0.0088
0.0074
-0.548
0.35795
0.039
1.717
-0.027
0.0088
0.0153
-1.1514
0.71589
0.053
1.779
-0.027
0.0088
0.025
-1.777
0
0.026
-0.679
-0.027
0.0088
-0.0094
-0.548
0.35795
0.039
-0.618
-0.027
0.0088
-0.0114
-1.1514
0.71589
0.053
-0.556
-0.027
0.0088
-0.0153
-1.777
0
-0.092
1.655
0.011
-0.0079
0.0074
-0.0038
0.35795
-0.079
1.717
0.011
-0.0079
0.0153
0.2283
0.71589
-0.065
1.779
0.011
-0.0079
0.025
0.4383
0
-0.092
-0.679
0.011
-0.0079
-0.0094
-0.0038
0.35795
-0.079
-0.618
0.011
-0.0079
-0.0114
0.2283
0.71589
-0.065
-0.556
0.011
-0.0079
-0.0153
0.4383
0
-0.092
1.655
-0.027
-0.0079
0.0074
-0.548
0.35795
-0.079
1.717
-0.027
-0.0079
0.0153
-1.1514
0.71589
-0.065
1.779
-0.027
-0.0079
0.025
-1.777
0
-0.092
-0.679
-0.027
-0.0079
-0.0094
-0.548
0.35795
-0.079
-0.618
-0.027
-0.0079
-0.0114
-1.1514
0.71589
-0.065
-0.556
-0.027
-0.0079
-0.0153
-1.777
0
1.073
0.062
0.325
1.144
0.1158
0.115
0.15986
1.074
0.079
0.325
1.144
0.4775
0.1608
0.31973
1.076
0.095
0.325
1.144
0.8392
1.108
0
1.073
-11.351
0.325
1.144
-0.0739
0.115
0.15986
1.074
-11.334
0.325
1.144
-0.1258
0.1608
0.31973
1.076
-11.317
0.325
1.144
-0.1777
1.108
0
1.073
0.062
-2.263
1.144
0.1158
-2.5354
Frame
Combo
139
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
139
139
139
139
139
139
139
139
139
139
139
139
139
139
139
139
140
140
140
140
140
140
140
140
140
140
140
140
140
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
1.074
0.079
-2.263
T
KN-m
1.144
M2
KN-m
0.4775
M3
KN-m
-0.7222
0.31973
1.076
0.095
-2.263
1.144
0.8392
0.0899
0
1.073
-11.351
-2.263
1.144
-0.0739
-2.5354
0.15986
1.074
-11.334
-2.263
1.144
-0.1258
-0.7222
0.31973
1.076
-11.317
-2.263
1.144
-0.1777
0.0899
0
-18.461
0.062
0.325
-0.1868
0.1158
0.115
0.15986
-18.46
0.079
0.325
-0.1868
0.4775
0.1608
0.31973
-18.458
0.095
0.325
-0.1868
0.8392
1.108
0
-18.461
-11.351
0.325
-0.1868
-0.0739
0.115
0.15986
-18.46
-11.334
0.325
-0.1868
-0.1258
0.1608
0.31973
-18.458
-11.317
0.325
-0.1868
-0.1777
1.108
0
-18.461
0.062
-2.263
-0.1868
0.1158
-2.5354
0.15986
-18.46
0.079
-2.263
-0.1868
0.4775
-0.7222
0.31973
-18.458
0.095
-2.263
-0.1868
0.8392
0.0899
0
-18.461
-11.351
-2.263
-0.1868
-0.0739
-2.5354
0.15986
-18.46
-11.334
-2.263
-0.1868
-0.1258
-0.7222
0.31973
-18.458
-11.317
-2.263
-0.1868
-0.1777
0.0899
0
0.776
4.029
-1.193
-0.1524
-0.3633
1.1095
0.15986
0.777
4.046
-1.193
-0.1524
-0.1726
1.8531
0.31973
0.779
4.063
-1.193
-0.1524
0.2517
2.6049
0
0.776
-6.024
-1.193
-0.1524
-2.1576
1.1095
0.15986
0.777
-6.007
-1.193
-0.1524
-1.0184
1.8531
0.31973
0.779
-5.99
-1.193
-0.1524
-0.0574
2.6049
0
0.776
4.029
-7.126
-0.1524
-0.3633
0.1035
0.15986
0.777
4.046
-7.126
-0.1524
-0.1726
-0.1559
0.31973
0.779
4.063
-7.126
-0.1524
0.2517
-0.6417
0
0.776
-6.024
-7.126
-0.1524
-2.1576
0.1035
0.15986
0.777
-6.007
-7.126
-0.1524
-1.0184
-0.1559
0.31973
0.779
-5.99
-7.126
-0.1524
-0.0574
-0.6417
0
-18.083
4.029
-1.193
-1.344
-0.3633
1.1095
Frame
Combo
140
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
140
140
140
140
140
140
140
140
140
140
141
141
141
141
141
141
141
141
141
141
141
141
141
141
141
141
141
141
141
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-18.082
4.046
-1.193
T
KN-m
-1.344
M2
KN-m
-0.1726
M3
KN-m
1.8531
0.31973
-18.081
4.063
-1.193
-1.344
0.2517
2.6049
0
-18.083
-6.024
-1.193
-1.344
-2.1576
1.1095
0.15986
-18.082
-6.007
-1.193
-1.344
-1.0184
1.8531
0.31973
-18.081
-5.99
-1.193
-1.344
-0.0574
2.6049
0
-18.083
4.029
-7.126
-1.344
-0.3633
0.1035
0.15986
-18.082
4.046
-7.126
-1.344
-0.1726
-0.1559
0.31973
-18.081
4.063
-7.126
-1.344
0.2517
-0.6417
0
-18.083
-6.024
-7.126
-1.344
-2.1576
0.1035
0.15986
-18.082
-6.007
-7.126
-1.344
-1.0184
-0.1559
0.31973
-18.081
-5.99
-7.126
-1.344
-0.0574
-0.6417
0
2.06
0.587
-1.144
1.2488
0.0474
0.2521
0.15986
2.061
0.604
-1.144
1.2488
1.0869
0.1568
0.31973
2.062
0.621
-1.144
1.2488
2.1388
1.1071
0
2.06
-11.836
-1.144
1.2488
-0.0267
0.2521
0.15986
2.061
-11.819
-1.144
1.2488
0.1901
0.1568
0.31973
2.062
-11.802
-1.144
1.2488
0.373
1.1071
0
2.06
0.587
-6.58
1.2488
0.0474
-2.6872
0.15986
2.061
0.604
-6.58
1.2488
1.0869
-0.7964
0.31973
2.062
0.621
-6.58
1.2488
2.1388
0.0589
0
2.06
-11.836
-6.58
1.2488
-0.0267
-2.6872
0.15986
2.061
-11.819
-6.58
1.2488
0.1901
-0.7964
0.31973
2.062
-11.802
-6.58
1.2488
0.373
0.0589
0
-20.13
0.587
-1.144
0.075
0.0474
0.2521
0.15986
-20.129
0.604
-1.144
0.075
1.0869
0.1568
0.31973
-20.127
0.621
-1.144
0.075
2.1388
1.1071
0
-20.13
-11.836
-1.144
0.075
-0.0267
0.2521
0.15986
-20.129
-11.819
-1.144
0.075
0.1901
0.1568
0.31973
-20.127
-11.802
-1.144
0.075
0.373
1.1071
0
-20.13
0.587
-6.58
0.075
0.0474
-2.6872
Frame
Combo
141
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
141
141
141
141
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
142
143
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-20.129
0.604
-6.58
T
KN-m
0.075
M2
KN-m
1.0869
M3
KN-m
-0.7964
0.31973
-20.127
0.621
-6.58
0.075
2.1388
0.0589
0
-20.13
-11.836
-6.58
0.075
-0.0267
-2.6872
0.15986
-20.129
-11.819
-6.58
0.075
0.1901
-0.7964
0.31973
-20.127
-11.802
-6.58
0.075
0.373
0.0589
0
2.295
4.111
-1.035
-0.1904
-0.3501
1.1074
0.15986
2.296
4.128
-1.035
-0.1904
-0.1558
1.909
0.31973
2.298
4.145
-1.035
-0.1904
0.1782
2.7234
0
2.295
-5.758
-1.035
-0.1904
-1.927
1.1074
0.15986
2.296
-5.741
-1.035
-0.1904
-0.977
1.909
0.31973
2.298
-5.724
-1.035
-0.1904
-0.1685
2.7234
0
2.295
4.111
-5.958
-0.1904
-0.3501
0.0588
0.15986
2.296
4.128
-5.958
-0.1904
-0.1558
-0.2971
0.31973
2.298
4.145
-5.958
-0.1904
0.1782
-0.6873
0
2.295
-5.758
-5.958
-0.1904
-1.927
0.0588
0.15986
2.296
-5.741
-5.958
-0.1904
-0.977
-0.2971
0.31973
2.298
-5.724
-5.958
-0.1904
-0.1685
-0.6873
0
-19.175
4.111
-1.035
-1.3786
-0.3501
1.1074
0.15986
-19.173
4.128
-1.035
-1.3786
-0.1558
1.909
0.31973
-19.172
4.145
-1.035
-1.3786
0.1782
2.7234
0
-19.175
-5.758
-1.035
-1.3786
-1.927
1.1074
0.15986
-19.173
-5.741
-1.035
-1.3786
-0.977
1.909
0.31973
-19.172
-5.724
-1.035
-1.3786
-0.1685
2.7234
0
-19.175
4.111
-5.958
-1.3786
-0.3501
0.0588
0.15986
-19.173
4.128
-5.958
-1.3786
-0.1558
-0.2971
0.31973
-19.172
4.145
-5.958
-1.3786
0.1782
-0.6873
0
-19.175
-5.758
-5.958
-1.3786
-1.927
0.0588
0.15986
-19.173
-5.741
-5.958
-1.3786
-0.977
-0.2971
0.31973
-19.172
-5.724
-5.958
-1.3786
-0.1685
-0.6873
0
3.86
1.552
-1.012
1.1489
0.1006
0.4919
Frame
Combo
143
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
143
143
143
143
143
143
143
143
143
143
143
143
143
143
143
143
143
143
143
143
143
143
144
144
144
144
144
144
144
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
3.861
1.569
-1.012
T
KN-m
1.1489
M2
KN-m
1.0443
M3
KN-m
0.2424
0.31973
3.862
1.586
-1.012
1.1489
1.993
1.0318
0
3.86
-11.022
-1.012
1.1489
0.0164
0.4919
0.15986
3.861
-11.005
-1.012
1.1489
0.1782
0.2424
0.31973
3.862
-10.989
-1.012
1.1489
0.34
1.0318
0
3.86
1.552
-5.947
1.1489
0.1006
-2.5082
0.15986
3.861
1.569
-5.947
1.1489
1.0443
-0.7475
0.31973
3.862
1.586
-5.947
1.1489
1.993
-0.0097
0
3.86
-11.022
-5.947
1.1489
0.0164
-2.5082
0.15986
3.861
-11.005
-5.947
1.1489
0.1782
-0.7475
0.31973
3.862
-10.989
-5.947
1.1489
0.34
-0.0097
0
-19.145
1.552
-1.012
0.1076
0.1006
0.4919
0.15986
-19.144
1.569
-1.012
0.1076
1.0443
0.2424
0.31973
-19.143
1.586
-1.012
0.1076
1.993
1.0318
0
-19.145
-11.022
-1.012
0.1076
0.0164
0.4919
0.15986
-19.144
-11.005
-1.012
0.1076
0.1782
0.2424
0.31973
-19.143
-10.989
-1.012
0.1076
0.34
1.0318
0
-19.145
1.552
-5.947
0.1076
0.1006
-2.5082
0.15986
-19.144
1.569
-5.947
0.1076
1.0443
-0.7475
0.31973
-19.143
1.586
-5.947
0.1076
1.993
-0.0097
0
-19.145
-11.022
-5.947
0.1076
0.0164
-2.5082
0.15986
-19.144
-11.005
-5.947
0.1076
0.1782
-0.7475
0.31973
-19.143
-10.989
-5.947
0.1076
0.34
-0.0097
0
5.64
4.669
-1.033
-0.0113
-0.3512
1.0306
0.15986
5.641
4.686
-1.033
-0.0113
-0.186
1.702
0.31973
5.642
4.702
-1.033
-0.0113
0.1554
2.5098
0
5.64
-6.34
-1.033
-0.0113
-2.0952
1.0306
0.15986
5.641
-6.323
-1.033
-0.0113
-1.0485
1.702
0.31973
5.642
-6.306
-1.033
-0.0113
-0.0487
2.5098
0
5.64
4.669
-6.646
-0.0113
-0.3512
-0.0237
Frame
Combo
144
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
144
144
144
144
144
144
144
144
144
144
144
144
144
144
144
144
145
145
145
145
145
145
145
145
145
145
145
145
145
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
5.641
4.686
-6.646
T
KN-m
-0.0113
M2
KN-m
-0.186
M3
KN-m
-0.5144
0.31973
5.642
4.702
-6.646
-0.0113
0.1554
-1.0078
0
5.64
-6.34
-6.646
-0.0113
-2.0952
-0.0237
0.15986
5.641
-6.323
-6.646
-0.0113
-1.0485
-0.5144
0.31973
5.642
-6.306
-6.646
-0.0113
-0.0487
-1.0078
0
-17.39
4.669
-1.033
-1.1611
-0.3512
1.0306
0.15986
-17.389
4.686
-1.033
-1.1611
-0.186
1.702
0.31973
-17.387
4.702
-1.033
-1.1611
0.1554
2.5098
0
-17.39
-6.34
-1.033
-1.1611
-2.0952
1.0306
0.15986
-17.389
-6.323
-1.033
-1.1611
-1.0485
1.702
0.31973
-17.387
-6.306
-1.033
-1.1611
-0.0487
2.5098
0
-17.39
4.669
-6.646
-1.1611
-0.3512
-0.0237
0.15986
-17.389
4.686
-6.646
-1.1611
-0.186
-0.5144
0.31973
-17.387
4.702
-6.646
-1.1611
0.1554
-1.0078
0
-17.39
-6.34
-6.646
-1.1611
-2.0952
-0.0237
0.15986
-17.389
-6.323
-6.646
-1.1611
-1.0485
-0.5144
0.31973
-17.387
-6.306
-6.646
-1.1611
-0.0487
-1.0078
0
6.474
2.999
-0.995
1.3612
0.1694
0.8475
0.15986
6.475
3.016
-0.995
1.3612
1.1503
0.4783
0.31973
6.476
3.033
-0.995
1.3612
2.1457
0.9266
0
6.474
-9.101
-0.995
1.3612
0.0112
0.8475
0.15986
6.475
-9.084
-0.995
1.3612
0.1702
0.4783
0.31973
6.476
-9.067
-0.995
1.3612
0.3292
0.9266
0
6.474
2.999
-6.242
1.3612
0.1694
-2.0215
0.15986
6.475
3.016
-6.242
1.3612
1.1503
-0.6464
0.31973
6.476
3.033
-6.242
1.3612
2.1457
-0.1168
0
6.474
-9.101
-6.242
1.3612
0.0112
-2.0215
0.15986
6.475
-9.084
-6.242
1.3612
0.1702
-0.6464
0.31973
6.476
-9.067
-6.242
1.3612
0.3292
-0.1168
0
-15.653
2.999
-0.995
0.1908
0.1694
0.8475
Frame
Combo
145
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
145
145
145
145
145
145
145
145
145
145
146
146
146
146
146
146
146
146
146
146
146
146
146
146
146
146
146
146
146
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-15.651
3.016
-0.995
T
KN-m
0.1908
M2
KN-m
1.1503
M3
KN-m
0.4783
0.31973
-15.65
3.033
-0.995
0.1908
2.1457
0.9266
0
-15.653
-9.101
-0.995
0.1908
0.0112
0.8475
0.15986
-15.651
-9.084
-0.995
0.1908
0.1702
0.4783
0.31973
-15.65
-9.067
-0.995
0.1908
0.3292
0.9266
0
-15.653
2.999
-6.242
0.1908
0.1694
-2.0215
0.15986
-15.651
3.016
-6.242
0.1908
1.1503
-0.6464
0.31973
-15.65
3.033
-6.242
0.1908
2.1457
-0.1168
0
-15.653
-9.101
-6.242
0.1908
0.0112
-2.0215
0.15986
-15.651
-9.084
-6.242
0.1908
0.1702
-0.6464
0.31973
-15.65
-9.067
-6.242
0.1908
0.3292
-0.1168
0
9.991
7.714
0.074
-0.0919
0.0088
0.9189
0.15986
9.992
7.731
0.074
-0.0919
-0.003
1.3315
0.31973
9.993
7.748
0.074
-0.0919
0.0015
2.2216
0
9.991
-5.593
0.074
-0.0919
-1.046
0.9189
0.15986
9.992
-5.576
0.074
-0.0919
-0.68
1.3315
0.31973
9.993
-5.56
0.074
-0.0919
-0.436
2.2216
0
9.991
7.714
-2.29
-0.0919
0.0088
-0.133
0.15986
9.992
7.731
-2.29
-0.0919
-0.003
-0.9106
0.31973
9.993
7.748
-2.29
-0.0919
0.0015
-2.1479
0
9.991
-5.593
-2.29
-0.0919
-1.046
-0.133
0.15986
9.992
-5.576
-2.29
-0.0919
-0.68
-0.9106
0.31973
9.993
-5.56
-2.29
-0.0919
-0.436
-2.1479
0
-14.156
7.714
0.074
-1.0577
0.0088
0.9189
0.15986
-14.155
7.731
0.074
-1.0577
-0.003
1.3315
0.31973
-14.154
7.748
0.074
-1.0577
0.0015
2.2216
0
-14.156
-5.593
0.074
-1.0577
-1.046
0.9189
0.15986
-14.155
-5.576
0.074
-1.0577
-0.68
1.3315
0.31973
-14.154
-5.56
0.074
-1.0577
-0.436
2.2216
0
-14.156
7.714
-2.29
-1.0577
0.0088
-0.133
Frame
Combo
146
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
146
146
146
146
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
202
Station
m
0.15986
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-14.155
7.731
-2.29
T
KN-m
-1.0577
M2
KN-m
-0.003
M3
KN-m
-0.9106
0.31973
-14.154
7.748
-2.29
-1.0577
0.0015
-2.1479
0
-14.156
-5.593
-2.29
-1.0577
-1.046
-0.133
0.15986
-14.155
-5.576
-2.29
-1.0577
-0.68
-0.9106
0.31973
-14.154
-5.56
-2.29
-1.0577
-0.436
-2.1479
0
0.02
-0.069
0.018
0.0005573
0.0636
0.0439
1.96787
-0.024
0.044
0.018
0.0005573
0.0287
0.0699
3.93573
-0.068
0.158
0.018
0.0005573
-0.0001498
-0.0634
0
0.02
-0.123
0.018
0.0005573
-0.064
0.0439
1.96787
-0.024
-0.009288
0.018
0.0005573
-0.0344
0.0699
3.93573
-0.068
0.082
0.018
0.0005573
-0.0109
-0.0634
0
0.02
-0.069
-0.015
0.0005573
0.0636
-0.1074
1.96787
-0.024
0.044
-0.015
0.0005573
0.0287
0.015
3.93573
-0.068
0.158
-0.015
0.0005573
-0.0001498
-0.13
0
0.02
-0.123
-0.015
0.0005573
-0.064
-0.1074
1.96787
-0.024
-0.009288
-0.015
0.0005573
-0.0344
0.015
3.93573
-0.068
0.082
-0.015
0.0005573
-0.0109
-0.13
0
-2.982
-0.069
0.018
-0.000246
0.0636
0.0439
1.96787
-3.04
0.044
0.018
-0.000246
0.0287
0.0699
3.93573
-3.099
0.158
0.018
-0.000246
-0.0001498
-0.0634
0
-2.982
-0.123
0.018
-0.000246
-0.064
0.0439
1.96787
-3.04
-0.009288
0.018
-0.000246
-0.0344
0.0699
3.93573
-3.099
0.082
0.018
-0.000246
-0.0109
-0.0634
0
-2.982
-0.069
-0.015
-0.000246
0.0636
-0.1074
1.96787
-3.04
0.044
-0.015
-0.000246
0.0287
0.015
3.93573
-3.099
0.158
-0.015
-0.000246
-0.0001498
-0.13
0
-2.982
-0.123
-0.015
-0.000246
-0.064
-0.1074
1.96787
-3.04
-0.009288
-0.015
-0.000246
-0.0344
0.015
3.93573
-3.099
0.082
-0.015
-0.000246
-0.0109
-0.13
0
-0.921
-0.077
0.023
7.812E-05
-9.463E-05
-0.0478
Frame
Combo
202
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
202
202
202
202
202
202
202
202
202
202
202
202
202
202
202
202
202
202
202
202
202
202
203
203
203
203
203
203
203
Station
m
1.96787
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.877
0.033
0.023
T
KN-m
7.812E-05
M2
KN-m
0.0122
M3
KN-m
0.0526
3.93573
-0.833
0.146
0.023
7.812E-05
0.0328
-0.0064
0
-0.921
-0.141
0.023
7.812E-05
-0.0109
-0.0478
1.96787
-0.877
-0.027
0.023
7.812E-05
-0.0491
0.0526
3.93573
-0.833
0.086
0.023
7.812E-05
-0.0951
-0.0064
0
-0.921
-0.077
-0.01
7.812E-05
-9.463E-05
-0.112
1.96787
-0.877
0.033
-0.01
7.812E-05
0.0122
-0.0002526
3.93573
-0.833
0.146
-0.01
7.812E-05
0.0328
-0.1764
0
-0.921
-0.141
-0.01
7.812E-05
-0.0109
-0.112
1.96787
-0.877
-0.027
-0.01
7.812E-05
-0.0491
-0.0002526
3.93573
-0.833
0.086
-0.01
7.812E-05
-0.0951
-0.1764
0
-3.813
-0.077
0.023
-0.0006024
-9.463E-05
-0.0478
1.96787
-3.755
0.033
0.023
-0.0006024
0.0122
0.0526
3.93573
-3.696
0.146
0.023
-0.0006024
0.0328
-0.0064
0
-3.813
-0.141
0.023
-0.0006024
-0.0109
-0.0478
1.96787
-3.755
-0.027
0.023
-0.0006024
-0.0491
0.0526
3.93573
-3.696
0.086
0.023
-0.0006024
-0.0951
-0.0064
0
-3.813
-0.077
-0.01
-0.0006024
-9.463E-05
-0.112
1.96787
-3.755
0.033
-0.01
-0.0006024
0.0122
-0.0002526
3.93573
-3.696
0.146
-0.01
-0.0006024
0.0328
-0.1764
0
-3.813
-0.141
-0.01
-0.0006024
-0.0109
-0.112
1.96787
-3.755
-0.027
-0.01
-0.0006024
-0.0491
-0.0002526
3.93573
-3.696
0.086
-0.01
-0.0006024
-0.0951
-0.1764
0
-0.839
-0.086
0.011
0.0006024
0.0363
-0.0064
1.96787
-0.883
0.027
0.011
0.0006024
0.014
0.0532
3.93573
-0.927
0.141
0.011
0.0006024
-9.463E-05
-0.0478
0
-0.839
-0.146
0.011
0.0006024
-0.0951
-0.0064
1.96787
-0.883
-0.033
0.011
0.0006024
-0.0491
0.0532
3.93573
-0.927
0.077
0.011
0.0006024
-0.0109
-0.0478
0
-0.839
-0.086
-0.023
0.0006024
0.0363
-0.1764
Frame
Combo
203
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
203
203
203
203
203
203
203
203
203
203
203
203
203
203
203
203
204
204
204
204
204
204
204
204
204
204
204
204
204
Station
m
1.96787
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.883
0.027
-0.023
T
KN-m
0.0006024
M2
KN-m
0.014
M3
KN-m
-0.0002526
3.93573
-0.927
0.141
-0.023
0.0006024
-9.463E-05
-0.112
0
-0.839
-0.146
-0.023
0.0006024
-0.0951
-0.1764
1.96787
-0.883
-0.033
-0.023
0.0006024
-0.0491
-0.0002526
3.93573
-0.927
0.077
-0.023
0.0006024
-0.0109
-0.112
0
-3.696
-0.086
0.011
-5.691E-05
0.0363
-0.0064
1.96787
-3.755
0.027
0.011
-5.691E-05
0.014
0.0532
3.93573
-3.813
0.141
0.011
-5.691E-05
-9.463E-05
-0.0478
0
-3.696
-0.146
0.011
-5.691E-05
-0.0951
-0.0064
1.96787
-3.755
-0.033
0.011
-5.691E-05
-0.0491
0.0532
3.93573
-3.813
0.077
0.011
-5.691E-05
-0.0109
-0.0478
0
-3.696
-0.086
-0.023
-5.691E-05
0.0363
-0.1764
1.96787
-3.755
0.027
-0.023
-5.691E-05
0.014
-0.0002526
3.93573
-3.813
0.141
-0.023
-5.691E-05
-9.463E-05
-0.112
0
-3.696
-0.146
-0.023
-5.691E-05
-0.0951
-0.1764
1.96787
-3.755
-0.033
-0.023
-5.691E-05
-0.0491
-0.0002526
3.93573
-3.813
0.077
-0.023
-5.691E-05
-0.0109
-0.112
0
-0.068
-0.082
0.015
0.000246
-0.0001498
-0.0634
1.96787
-0.024
0.009288
0.015
0.000246
0.028
0.0692
3.93573
0.02
0.123
0.015
0.000246
0.063
0.0439
0
-0.068
-0.158
0.015
0.000246
-0.0109
-0.0634
1.96787
-0.024
-0.044
0.015
0.000246
-0.034
0.0692
3.93573
0.02
0.069
0.015
0.000246
-0.0638
0.0439
0
-0.068
-0.082
-0.018
0.000246
-0.0001498
-0.13
1.96787
-0.024
0.009288
-0.018
0.000246
0.028
0.015
3.93573
0.02
0.123
-0.018
0.000246
0.063
-0.109
0
-0.068
-0.158
-0.018
0.000246
-0.0109
-0.13
1.96787
-0.024
-0.044
-0.018
0.000246
-0.034
0.015
3.93573
0.02
0.069
-0.018
0.000246
-0.0638
-0.109
0
-3.099
-0.082
0.015
-0.0005573
-0.0001498
-0.0634
Frame
Combo
204
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
204
204
204
204
204
204
204
204
204
204
205
205
205
205
205
205
205
205
205
205
205
205
205
205
205
205
205
205
205
Station
m
1.96787
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-3.04
0.009288
0.015
T
KN-m
-0.0005573
M2
KN-m
0.028
M3
KN-m
0.0692
3.93573
-2.982
0.123
0.015
-0.0005573
0.063
0.0439
0
-3.099
-0.158
0.015
-0.0005573
-0.0109
-0.0634
1.96787
-3.04
-0.044
0.015
-0.0005573
-0.034
0.0692
3.93573
-2.982
0.069
0.015
-0.0005573
-0.0638
0.0439
0
-3.099
-0.082
-0.018
-0.0005573
-0.0001498
-0.13
1.96787
-3.04
0.009288
-0.018
-0.0005573
0.028
0.015
3.93573
-2.982
0.123
-0.018
-0.0005573
0.063
-0.109
0
-3.099
-0.158
-0.018
-0.0005573
-0.0109
-0.13
1.96787
-3.04
-0.044
-0.018
-0.0005573
-0.034
0.015
3.93573
-2.982
0.069
-0.018
-0.0005573
-0.0638
-0.109
0
-0.965
-0.078
0.024
3.661E-05
0.0001291
-0.0556
1.96787
-0.921
0.027
0.024
3.661E-05
0.0161
0.0527
3.93573
-0.877
0.14
0.024
3.661E-05
0.0331
0.0019
0
-0.965
-0.145
0.024
3.661E-05
-0.0011
-0.0556
1.96787
-0.921
-0.031
0.024
3.661E-05
-0.047
0.0527
3.93573
-0.877
0.083
0.024
3.661E-05
-0.094
0.0019
0
-0.965
-0.078
-0.008667
3.661E-05
0.0001291
-0.1219
1.96787
-0.921
0.027
-0.008667
3.661E-05
0.0161
0.0018
3.93573
-0.877
0.14
-0.008667
3.661E-05
0.0331
-0.1628
0
-0.965
-0.145
-0.008667
3.661E-05
-0.0011
-0.1219
1.96787
-0.921
-0.031
-0.008667
3.661E-05
-0.047
0.0018
3.93573
-0.877
0.083
-0.008667
3.661E-05
-0.094
-0.1628
0
-3.959
-0.078
0.024
-0.0006491
0.0001291
-0.0556
1.96787
-3.9
0.027
0.024
-0.0006491
0.0161
0.0527
3.93573
-3.842
0.14
0.024
-0.0006491
0.0331
0.0019
0
-3.959
-0.145
0.024
-0.0006491
-0.0011
-0.0556
1.96787
-3.9
-0.031
0.024
-0.0006491
-0.047
0.0527
3.93573
-3.842
0.083
0.024
-0.0006491
-0.094
0.0019
0
-3.959
-0.078
-0.008667
-0.0006491
0.0001291
-0.1219
Frame
Combo
205
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
205
205
205
205
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
206
207
Station
m
1.96787
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-3.9
0.027
-0.008667
T
KN-m
-0.0006491
M2
KN-m
0.0161
M3
KN-m
0.0018
3.93573
-3.842
0.14
-0.008667
-0.0006491
0.0331
-0.1628
0
-3.959
-0.145
-0.008667
-0.0006491
-0.0011
-0.1219
1.96787
-3.9
-0.031
-0.008667
-0.0006491
-0.047
0.0018
3.93573
-3.842
0.083
-0.008667
-0.0006491
-0.094
-0.1628
0
-1.027
-0.088
0.006976
0.0005973
0.0298
-0.0167
1.96787
-1.071
0.022
0.006976
0.0005973
0.016
0.0519
3.93573
-1.115
0.136
0.006976
0.0005973
0.0061
-0.0408
0
-1.027
-0.15
0.006976
0.0005973
-0.1059
-0.0167
1.96787
-1.071
-0.036
0.006976
0.0005973
-0.0507
0.0519
3.93573
-1.115
0.076
0.006976
0.0005973
0.0009929
-0.0408
0
-1.027
-0.088
-0.028
0.0005973
0.0298
-0.1849
1.96787
-1.071
0.022
-0.028
0.0005973
0.016
-0.0013
3.93573
-1.115
0.136
-0.028
0.0005973
0.0061
-0.1037
0
-1.027
-0.15
-0.028
0.0005973
-0.1059
-0.1849
1.96787
-1.071
-0.036
-0.028
0.0005973
-0.0507
-0.0013
3.93573
-1.115
0.076
-0.028
0.0005973
0.0009929
-0.1037
0
-4.522
-0.088
0.006976
-9.842E-05
0.0298
-0.0167
1.96787
-4.58
0.022
0.006976
-9.842E-05
0.016
0.0519
3.93573
-4.639
0.136
0.006976
-9.842E-05
0.0061
-0.0408
0
-4.522
-0.15
0.006976
-9.842E-05
-0.1059
-0.0167
1.96787
-4.58
-0.036
0.006976
-9.842E-05
-0.0507
0.0519
3.93573
-4.639
0.076
0.006976
-9.842E-05
0.0009929
-0.0408
0
-4.522
-0.088
-0.028
-9.842E-05
0.0298
-0.1849
1.96787
-4.58
0.022
-0.028
-9.842E-05
0.016
-0.0013
3.93573
-4.639
0.136
-0.028
-9.842E-05
0.0061
-0.1037
0
-4.522
-0.15
-0.028
-9.842E-05
-0.1059
-0.1849
1.96787
-4.58
-0.036
-0.028
-9.842E-05
-0.0507
-0.0013
3.93573
-4.639
0.076
-0.028
-9.842E-05
0.0009929
-0.1037
0
-1.143
-0.076
0.028
8.695E-05
0.0061
-0.0408
Frame
Combo
207
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
207
208
208
208
208
208
208
208
Station
m
1.96787
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-1.099
0.036
0.028
T
KN-m
8.695E-05
M2
KN-m
0.016
M3
KN-m
0.0519
3.93573
-1.056
0.15
0.028
8.695E-05
0.0298
-0.0167
0
-1.143
-0.136
0.028
8.695E-05
0.0009949
-0.0408
1.96787
-1.099
-0.022
0.028
8.695E-05
-0.0507
0.0519
3.93573
-1.056
0.088
0.028
8.695E-05
-0.1059
-0.0167
0
-1.143
-0.076
-0.006976
8.695E-05
0.0061
-0.1037
1.96787
-1.099
0.036
-0.006976
8.695E-05
0.016
-0.0013
3.93573
-1.056
0.15
-0.006976
8.695E-05
0.0298
-0.1849
0
-1.143
-0.136
-0.006976
8.695E-05
0.0009949
-0.1037
1.96787
-1.099
-0.022
-0.006976
8.695E-05
-0.0507
-0.0013
3.93573
-1.056
0.088
-0.006976
8.695E-05
-0.1059
-0.1849
0
-4.639
-0.076
0.028
-0.0005973
0.0061
-0.0408
1.96787
-4.58
0.036
0.028
-0.0005973
0.016
0.0519
3.93573
-4.522
0.15
0.028
-0.0005973
0.0298
-0.0167
0
-4.639
-0.136
0.028
-0.0005973
0.0009949
-0.0408
1.96787
-4.58
-0.022
0.028
-0.0005973
-0.0507
0.0519
3.93573
-4.522
0.088
0.028
-0.0005973
-0.1059
-0.0167
0
-4.639
-0.076
-0.006976
-0.0005973
0.0061
-0.1037
1.96787
-4.58
0.036
-0.006976
-0.0005973
0.016
-0.0013
3.93573
-4.522
0.15
-0.006976
-0.0005973
0.0298
-0.1849
0
-4.639
-0.136
-0.006976
-0.0005973
0.0009949
-0.1037
1.96787
-4.58
-0.022
-0.006976
-0.0005973
-0.0507
-0.0013
3.93573
-4.522
0.088
-0.006976
-0.0005973
-0.1059
-0.1849
0
-0.885
-0.083
0.008667
0.0006491
0.0331
0.0019
1.96787
-0.929
0.031
0.008667
0.0006491
0.0161
0.0527
3.93573
-0.973
0.145
0.008667
0.0006491
0.0001291
-0.0556
0
-0.885
-0.14
0.008667
0.0006491
-0.094
0.0019
1.96787
-0.929
-0.027
0.008667
0.0006491
-0.047
0.0527
3.93573
-0.973
0.078
0.008667
0.0006491
-0.0011
-0.0556
0
-0.885
-0.083
-0.024
0.0006491
0.0331
-0.1628
Frame
Combo
208
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
208
208
208
208
208
208
208
208
208
208
208
208
208
208
208
208
Station
m
1.96787
Table: Design Forces For Braces
P
V2
V3
KN
KN
KN
-0.929
0.031
-0.024
T
KN-m
0.0006491
M2
KN-m
0.0161
M3
KN-m
0.0018
3.93573
-0.973
0.145
-0.024
0.0006491
0.0001291
-0.1219
0
-0.885
-0.14
-0.024
0.0006491
-0.094
-0.1628
1.96787
-0.929
-0.027
-0.024
0.0006491
-0.047
0.0018
3.93573
-0.973
0.078
-0.024
0.0006491
-0.0011
-0.1219
0
-3.842
-0.083
0.008667
-5.726E-05
0.0331
0.0019
1.96787
-3.9
0.031
0.008667
-5.726E-05
0.0161
0.0527
3.93573
-3.959
0.145
0.008667
-5.726E-05
0.0001291
-0.0556
0
-3.842
-0.14
0.008667
-5.726E-05
-0.094
0.0019
1.96787
-3.9
-0.027
0.008667
-5.726E-05
-0.047
0.0527
3.93573
-3.959
0.078
0.008667
-5.726E-05
-0.0011
-0.0556
0
-3.842
-0.083
-0.024
-5.726E-05
0.0331
-0.1628
1.96787
-3.9
0.031
-0.024
-5.726E-05
0.0161
0.0018
3.93573
-3.959
0.145
-0.024
-5.726E-05
0.0001291
-0.1219
0
-3.842
-0.14
-0.024
-5.726E-05
-0.094
-0.1628
1.96787
-3.9
-0.027
-0.024
-5.726E-05
-0.047
0.0018
3.93573
-3.959
0.078
-0.024
-5.726E-05
-0.0011
-0.1219
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
1.068
2.467
0.346
T
KN-m
0.0002073
M2
KN-m
0.1219
M3
KN-m
8.403E-05
Table: Design Forces For Columns
Frame
Combo
3
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
3
3
3
3
3
3
3
3
Station
m
0
0.9
1.227
2.467
0.346
0.0002073
-0.0032
6.5441
1.8
1.385
2.467
0.346
0.0002073
-0.0621
13.0891
0
1.068
-7.272
0.346
0.0002073
0.0556
8.403E-05
0.9
1.227
-7.272
0.346
0.0002073
-0.1895
6.5441
1.8
1.385
-7.272
0.346
0.0002073
-0.5009
13.0891
0
1.068
2.467
0.065
0.0002073
0.1219
-0.001
0.9
1.227
2.467
0.065
0.0002073
-0.0032
-2.2206
1.8
1.385
2.467
0.065
0.0002073
-0.0621
-4.4413
Frame
Combo
3
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
3
3
3
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
1.068
-7.272
0.065
T
KN-m
0.0002073
M2
KN-m
0.0556
M3
KN-m
-0.001
0.9
1.227
-7.272
0.065
0.0002073
-0.1895
-2.2206
1.8
1.385
-7.272
0.065
0.0002073
-0.5009
-4.4413
0
-23.65
2.467
0.346
-0.000862
0.1219
8.403E-05
0.9
-23.491
2.467
0.346
-0.000862
-0.0032
6.5441
1.8
-23.333
2.467
0.346
-0.000862
-0.0621
13.0891
0
-23.65
-7.272
0.346
-0.000862
0.0556
8.403E-05
0.9
-23.491
-7.272
0.346
-0.000862
-0.1895
6.5441
1.8
-23.333
-7.272
0.346
-0.000862
-0.5009
13.0891
0
-23.65
2.467
0.065
-0.000862
0.1219
-0.001
0.9
-23.491
2.467
0.065
-0.000862
-0.0032
-2.2206
1.8
-23.333
2.467
0.065
-0.000862
-0.0621
-4.4413
0
-23.65
-7.272
0.065
-0.000862
0.0556
-0.001
0.9
-23.491
-7.272
0.065
-0.000862
-0.1895
-2.2206
1.8
-23.333
-7.272
0.065
-0.000862
-0.5009
-4.4413
0
0.635
6.706
0.183
0.0001862
0.354
30.6976
1.4
0.882
6.706
0.183
0.0001862
0.1164
21.3089
2.8
1.129
6.706
0.183
0.0001862
-0.0044
11.9203
0
0.635
-4.518
0.183
0.0001862
0.041
30.6976
1.4
0.882
-4.518
0.183
0.0001862
-0.001
21.3089
2.8
1.129
-4.518
0.183
0.0001862
-0.1697
11.9203
0
0.635
6.706
0.016
0.0001862
0.354
-17.2635
1.4
0.882
6.706
0.016
0.0001862
0.1164
-10.9377
2.8
1.129
6.706
0.016
0.0001862
-0.0044
-4.6119
0
0.635
-4.518
0.016
0.0001862
0.041
-17.2635
1.4
0.882
-4.518
0.016
0.0001862
-0.001
-10.9377
2.8
1.129
-4.518
0.016
0.0001862
-0.1697
-4.6119
0
-8.168
6.706
0.183
-2.879E-05
0.354
30.6976
1.4
-7.921
6.706
0.183
-2.879E-05
0.1164
21.3089
2.8
-7.674
6.706
0.183
-2.879E-05
-0.0044
11.9203
Frame
Combo
4
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-8.168
-4.518
0.183
T
KN-m
-2.879E-05
M2
KN-m
0.041
M3
KN-m
30.6976
1.4
-7.921
-4.518
0.183
-2.879E-05
-0.001
21.3089
2.8
-7.674
-4.518
0.183
-2.879E-05
-0.1697
11.9203
0
-8.168
6.706
0.016
-2.879E-05
0.354
-17.2635
1.4
-7.921
6.706
0.016
-2.879E-05
0.1164
-10.9377
2.8
-7.674
6.706
0.016
-2.879E-05
-0.0044
-4.6119
0
-8.168
-4.518
0.016
-2.879E-05
0.041
-17.2635
1.4
-7.921
-4.518
0.016
-2.879E-05
-0.001
-10.9377
2.8
-7.674
-4.518
0.016
-2.879E-05
-0.1697
-4.6119
0
1.129
6.706
0.183
0.0001862
-0.0044
11.9203
0.15
1.156
6.706
0.183
0.0001862
-0.0068
10.9143
0.3
1.182
6.706
0.183
0.0001862
-0.0093
9.9515
0
1.129
-4.518
0.183
0.0001862
-0.1697
11.9203
0.15
1.156
-4.518
0.183
0.0001862
-0.1966
10.9143
0.3
1.182
-4.518
0.183
0.0001862
-0.2235
9.9515
0
1.129
6.706
0.016
0.0001862
-0.0044
-4.6119
0.15
1.156
6.706
0.016
0.0001862
-0.0068
-3.9443
0.3
1.182
6.706
0.016
0.0001862
-0.0093
-3.2898
0
1.129
-4.518
0.016
0.0001862
-0.1697
-4.6119
0.15
1.156
-4.518
0.016
0.0001862
-0.1966
-3.9443
0.3
1.182
-4.518
0.016
0.0001862
-0.2235
-3.2898
0
-7.674
6.706
0.183
-2.879E-05
-0.0044
11.9203
0.15
-7.648
6.706
0.183
-2.879E-05
-0.0068
10.9143
0.3
-7.621
6.706
0.183
-2.879E-05
-0.0093
9.9515
0
-7.674
-4.518
0.183
-2.879E-05
-0.1697
11.9203
0.15
-7.648
-4.518
0.183
-2.879E-05
-0.1966
10.9143
0.3
-7.621
-4.518
0.183
-2.879E-05
-0.2235
9.9515
0
-7.674
6.706
0.016
-2.879E-05
-0.0044
-4.6119
0.15
-7.648
6.706
0.016
-2.879E-05
-0.0068
-3.9443
0.3
-7.621
6.706
0.016
-2.879E-05
-0.0093
-3.2898
Frame
Combo
5
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
5
5
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
18
18
18
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-7.674
-4.518
0.016
T
KN-m
-2.879E-05
M2
KN-m
-0.1697
M3
KN-m
-4.6119
0.15
-7.648
-4.518
0.016
-2.879E-05
-0.1966
-3.9443
0.3
-7.621
-4.518
0.016
-2.879E-05
-0.2235
-3.2898
0
0.103
0.333
17.517
0.0311
4.4714
0.2512
0.2
0.124
0.333
17.517
0.0311
0.968
0.7044
0.4
0.145
0.333
17.517
0.0311
0.115
1.1577
0
0.103
-2.266
17.517
0.0311
-0.3109
0.2512
0.2
0.124
-2.266
17.517
0.0311
-0.0979
0.7044
0.4
0.145
-2.266
17.517
0.0311
-2.5354
1.1577
0
0.103
0.333
-1.065
0.0311
4.4714
-0.0633
0.2
0.124
0.333
-1.065
0.0311
0.968
-0.13
0.4
0.145
0.333
-1.065
0.0311
0.115
-0.1966
0
0.103
-2.266
-1.065
0.0311
-0.3109
-0.0633
0.2
0.124
-2.266
-1.065
0.0311
-0.0979
-0.13
0.4
0.145
-2.266
-1.065
0.0311
-2.5354
-0.1966
0
-12.802
0.333
17.517
-0.056
4.4714
0.2512
0.2
-12.781
0.333
17.517
-0.056
0.968
0.7044
0.4
-12.759
0.333
17.517
-0.056
0.115
1.1577
0
-12.802
-2.266
17.517
-0.056
-0.3109
0.2512
0.2
-12.781
-2.266
17.517
-0.056
-0.0979
0.7044
0.4
-12.759
-2.266
17.517
-0.056
-2.5354
1.1577
0
-12.802
0.333
-1.065
-0.056
4.4714
-0.0633
0.2
-12.781
0.333
-1.065
-0.056
0.968
-0.13
0.4
-12.759
0.333
-1.065
-0.056
0.115
-0.1966
0
-12.802
-2.266
-1.065
-0.056
-0.3109
-0.0633
0.2
-12.781
-2.266
-1.065
-0.056
-0.0979
-0.13
0.4
-12.759
-2.266
-1.065
-0.056
-2.5354
-0.1966
0
0.704
-1.144
19.143
-0.0037
4.97
-0.2455
0.2
0.725
-1.144
19.143
-0.0037
1.1414
0.3884
0.4
0.747
-1.144
19.143
-0.0037
0.2521
1.2407
Frame
Combo
18
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
20
20
20
20
20
20
20
20
20
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
0.704
-6.58
19.143
T
KN-m
-0.0037
M2
KN-m
-0.5509
M3
KN-m
-0.2455
0.2
0.725
-6.58
19.143
-0.0037
-0.1494
0.3884
0.4
0.747
-6.58
19.143
-0.0037
-2.6872
1.2407
0
0.704
-1.144
-2.007
-0.0037
4.97
-1.5324
0.2
0.725
-1.144
-2.007
-0.0037
1.1414
-0.6004
0.4
0.747
-1.144
-2.007
-0.0037
0.2521
0.0899
0
0.704
-6.58
-2.007
-0.0037
-0.5509
-1.5324
0.2
0.725
-6.58
-2.007
-0.0037
-0.1494
-0.6004
0.4
0.747
-6.58
-2.007
-0.0037
-2.6872
0.0899
0
-13.416
-1.144
19.143
-0.0511
4.97
-0.2455
0.2
-13.395
-1.144
19.143
-0.0511
1.1414
0.3884
0.4
-13.374
-1.144
19.143
-0.0511
0.2521
1.2407
0
-13.416
-6.58
19.143
-0.0511
-0.5509
-0.2455
0.2
-13.395
-6.58
19.143
-0.0511
-0.1494
0.3884
0.4
-13.374
-6.58
19.143
-0.0511
-2.6872
1.2407
0
-13.416
-1.144
-2.007
-0.0511
4.97
-1.5324
0.2
-13.395
-1.144
-2.007
-0.0511
1.1414
-0.6004
0.4
-13.374
-1.144
-2.007
-0.0511
0.2521
0.0899
0
-13.416
-6.58
-2.007
-0.0511
-0.5509
-1.5324
0.2
-13.395
-6.58
-2.007
-0.0511
-0.1494
-0.6004
0.4
-13.374
-6.58
-2.007
-0.0511
-2.6872
0.0899
0
1.807
-1.012
18.225
0.0233
4.7817
-0.201
0.2
1.828
-1.012
18.225
0.0233
1.1368
0.504
0.4
1.849
-1.012
18.225
0.0233
0.4919
1.2822
0
1.807
-5.947
18.225
0.0233
-0.9988
-0.201
0.2
1.828
-5.947
18.225
0.0233
-0.2535
0.504
0.4
1.849
-5.947
18.225
0.0233
-2.5082
1.2822
0
1.807
-1.012
-3.727
0.0233
4.7817
-1.2475
0.2
1.828
-1.012
-3.727
0.0233
1.1368
-0.4772
0.4
1.849
-1.012
-3.727
0.0233
0.4919
0.2037
Frame
Combo
20
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
20
20
20
20
20
20
20
20
20
20
20
20
20
20
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
1.807
-5.947
-3.727
T
KN-m
0.0233
M2
KN-m
-0.9988
M3
KN-m
-1.2475
0.2
1.828
-5.947
-3.727
0.0233
-0.2535
-0.4772
0.4
1.849
-5.947
-3.727
0.0233
-2.5082
0.2037
0
-12.528
-1.012
18.225
-0.0093
4.7817
-0.201
0.2
-12.507
-1.012
18.225
-0.0093
1.1368
0.504
0.4
-12.485
-1.012
18.225
-0.0093
0.4919
1.2822
0
-12.528
-5.947
18.225
-0.0093
-0.9988
-0.201
0.2
-12.507
-5.947
18.225
-0.0093
-0.2535
0.504
0.4
-12.485
-5.947
18.225
-0.0093
-2.5082
1.2822
0
-12.528
-1.012
-3.727
-0.0093
4.7817
-1.2475
0.2
-12.507
-1.012
-3.727
-0.0093
1.1368
-0.4772
0.4
-12.485
-1.012
-3.727
-0.0093
0.4919
0.2037
0
-12.528
-5.947
-3.727
-0.0093
-0.9988
-1.2475
0.2
-12.507
-5.947
-3.727
-0.0093
-0.2535
-0.4772
0.4
-12.485
-5.947
-3.727
-0.0093
-2.5082
0.2037
0
3.459
-0.995
14.898
0.0619
3.9378
-0.1915
0.2
3.48
-0.995
14.898
0.0619
0.9581
0.4967
0.4
3.501
-0.995
14.898
0.0619
0.8348
1.3289
0
3.459
-6.242
14.898
0.0619
-1.6243
-0.1915
0.2
3.48
-6.242
14.898
0.0619
-0.4348
0.4967
0.4
3.501
-6.242
14.898
0.0619
-2.0215
1.3289
0
3.459
-0.995
-6.088
0.0619
3.9378
-1.3882
0.2
3.48
-0.995
-6.088
0.0619
0.9581
-0.6102
0.4
3.501
-0.995
-6.088
0.0619
0.8348
0.1075
0
3.459
-6.242
-6.088
0.0619
-1.6243
-1.3882
0.2
3.48
-6.242
-6.088
0.0619
-0.4348
-0.6102
0.4
3.501
-6.242
-6.088
0.0619
-2.0215
0.1075
0
-10.272
-0.995
14.898
-0.005
3.9378
-0.1915
0.2
-10.251
-0.995
14.898
-0.005
0.9581
0.4967
0.4
-10.23
-0.995
14.898
-0.005
0.8348
1.3289
Frame
Combo
22
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
22
22
22
22
22
22
22
22
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-10.272
-6.242
14.898
T
KN-m
-0.005
M2
KN-m
-1.6243
M3
KN-m
-0.1915
0.2
-10.251
-6.242
14.898
-0.005
-0.4348
0.4967
0.4
-10.23
-6.242
14.898
-0.005
-2.0215
1.3289
0
-10.272
-0.995
-6.088
-0.005
3.9378
-1.3882
0.2
-10.251
-0.995
-6.088
-0.005
0.9581
-0.6102
0.4
-10.23
-0.995
-6.088
-0.005
0.8348
0.1075
0
-10.272
-6.242
-6.088
-0.005
-1.6243
-1.3882
0.2
-10.251
-6.242
-6.088
-0.005
-0.4348
-0.6102
0.4
-10.23
-6.242
-6.088
-0.005
-2.0215
0.1075
0
-13.211
1.05
0.135
0.0005008
0.0406
-0.0008121
0.9
-13.092
1.05
0.135
0.0005008
0.1053
6.9805
1.8
-12.972
1.05
0.135
0.0005008
0.2922
13.9688
0
-13.211
-7.765
0.135
0.0005008
-0.0817
-0.0008121
0.9
-13.092
-7.765
0.135
0.0005008
-0.0813
6.9805
1.8
-12.972
-7.765
0.135
0.0005008
-0.2032
13.9688
0
-13.211
1.05
-0.208
0.0005008
0.0406
-0.0099
0.9
-13.092
1.05
-0.208
0.0005008
0.1053
-0.9503
1.8
-12.972
1.05
-0.208
0.0005008
0.2922
-1.8955
0
-13.211
-7.765
-0.208
0.0005008
-0.0817
-0.0099
0.9
-13.092
-7.765
-0.208
0.0005008
-0.0813
-0.9503
1.8
-12.972
-7.765
-0.208
0.0005008
-0.2032
-1.8955
0
-55.208
1.05
0.135
-0.0003431
0.0406
-0.0008121
0.9
-55.049
1.05
0.135
-0.0003431
0.1053
6.9805
1.8
-54.89
1.05
0.135
-0.0003431
0.2922
13.9688
0
-55.208
-7.765
0.135
-0.0003431
-0.0817
-0.0008121
0.9
-55.049
-7.765
0.135
-0.0003431
-0.0813
6.9805
1.8
-54.89
-7.765
0.135
-0.0003431
-0.2032
13.9688
0
-55.208
1.05
-0.208
-0.0003431
0.0406
-0.0099
0.9
-55.049
1.05
-0.208
-0.0003431
0.1053
-0.9503
1.8
-54.89
1.05
-0.208
-0.0003431
0.2922
-1.8955
Frame
Combo
39
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
39
39
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
41
41
41
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-55.208
-7.765
-0.208
T
KN-m
-0.0003431
M2
KN-m
-0.0817
M3
KN-m
-0.0099
0.9
-55.049
-7.765
-0.208
-0.0003431
-0.0813
-0.9503
1.8
-54.89
-7.765
-0.208
-0.0003431
-0.2032
-1.8955
0
8.379
1.569
0.085
0.0002439
0.1664
24.8021
1.4
8.626
1.569
0.085
0.0002439
0.0505
22.7907
2.8
8.873
1.569
0.085
0.0002439
0.0861
20.7891
0
8.379
-2.602
0.085
0.0002439
-0.2134
24.8021
1.4
8.626
-2.602
0.085
0.0002439
-0.0673
22.7907
2.8
8.873
-2.602
0.085
0.0002439
-0.0727
20.7891
0
8.379
1.569
-0.107
0.0002439
0.1664
-17.4529
1.4
8.626
1.569
-0.107
0.0002439
0.0505
-13.8097
2.8
8.873
1.569
-0.107
0.0002439
0.0861
-10.1664
0
8.379
-2.602
-0.107
0.0002439
-0.2134
-17.4529
1.4
8.626
-2.602
-0.107
0.0002439
-0.0673
-13.8097
2.8
8.873
-2.602
-0.107
0.0002439
-0.0727
-10.1664
0
-22.121
1.569
0.085
-0.0002653
0.1664
24.8021
1.4
-21.874
1.569
0.085
-0.0002653
0.0505
22.7907
2.8
-21.627
1.569
0.085
-0.0002653
0.0861
20.7891
0
-22.121
-2.602
0.085
-0.0002653
-0.2134
24.8021
1.4
-21.874
-2.602
0.085
-0.0002653
-0.0673
22.7907
2.8
-21.627
-2.602
0.085
-0.0002653
-0.0727
20.7891
0
-22.121
1.569
-0.107
-0.0002653
0.1664
-17.4529
1.4
-21.874
1.569
-0.107
-0.0002653
0.0505
-13.8097
2.8
-21.627
1.569
-0.107
-0.0002653
0.0861
-10.1664
0
-22.121
-2.602
-0.107
-0.0002653
-0.2134
-17.4529
1.4
-21.874
-2.602
-0.107
-0.0002653
-0.0673
-13.8097
2.8
-21.627
-2.602
-0.107
-0.0002653
-0.0727
-10.1664
0
8.873
1.569
0.085
0.0002439
0.0861
20.7891
0.15
8.899
1.569
0.085
0.0002439
0.1021
20.6099
0.3
8.926
1.569
0.085
0.0002439
0.1182
20.4307
Frame
Combo
41
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
41
47
47
47
47
47
47
47
47
47
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
8.873
-2.602
0.085
T
KN-m
0.0002439
M2
KN-m
-0.0727
M3
KN-m
20.7891
0.15
8.899
-2.602
0.085
0.0002439
-0.0855
20.6099
0.3
8.926
-2.602
0.085
0.0002439
-0.0983
20.4307
0
8.873
1.569
-0.107
0.0002439
0.0861
-10.1664
0.15
8.899
1.569
-0.107
0.0002439
0.1021
-9.8056
0.3
8.926
1.569
-0.107
0.0002439
0.1182
-9.4556
0
8.873
-2.602
-0.107
0.0002439
-0.0727
-10.1664
0.15
8.899
-2.602
-0.107
0.0002439
-0.0855
-9.8056
0.3
8.926
-2.602
-0.107
0.0002439
-0.0983
-9.4556
0
-21.627
1.569
0.085
-0.0002653
0.0861
20.7891
0.15
-21.601
1.569
0.085
-0.0002653
0.1021
20.6099
0.3
-21.574
1.569
0.085
-0.0002653
0.1182
20.4307
0
-21.627
-2.602
0.085
-0.0002653
-0.0727
20.7891
0.15
-21.601
-2.602
0.085
-0.0002653
-0.0855
20.6099
0.3
-21.574
-2.602
0.085
-0.0002653
-0.0983
20.4307
0
-21.627
1.569
-0.107
-0.0002653
0.0861
-10.1664
0.15
-21.601
1.569
-0.107
-0.0002653
0.1021
-9.8056
0.3
-21.574
1.569
-0.107
-0.0002653
0.1182
-9.4556
0
-21.627
-2.602
-0.107
-0.0002653
-0.0727
-10.1664
0.15
-21.601
-2.602
-0.107
-0.0002653
-0.0855
-9.8056
0.3
-21.574
-2.602
-0.107
-0.0002653
-0.0983
-9.4556
0
-3.659
2
22.354
0.096
5.4964
0.2347
0.2
-3.643
2
22.354
0.096
1.0255
0.6149
0.4
-3.627
2
22.354
0.096
-0.6324
0.9951
0
-3.659
-1.901
22.354
0.096
0.9795
0.2347
0.2
-3.643
-1.901
22.354
0.096
0.1156
0.6149
0.4
-3.627
-1.901
22.354
0.096
-3.4454
0.9951
0
-3.659
2
4.03
0.096
5.4964
-0.2279
0.2
-3.643
2
4.03
0.096
1.0255
-0.6279
0.4
-3.627
2
4.03
0.096
-0.6324
-1.0279
Frame
Combo
47
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
47
47
47
47
47
47
47
47
47
47
47
47
47
47
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-3.659
-1.901
4.03
T
KN-m
0.096
M2
KN-m
0.9795
M3
KN-m
-0.2279
0.2
-3.643
-1.901
4.03
0.096
0.1156
-0.6279
0.4
-3.627
-1.901
4.03
0.096
-3.4454
-1.0279
0
-19.228
2
22.354
-0.0769
5.4964
0.2347
0.2
-19.207
2
22.354
-0.0769
1.0255
0.6149
0.4
-19.186
2
22.354
-0.0769
-0.6324
0.9951
0
-19.228
-1.901
22.354
-0.0769
0.9795
0.2347
0.2
-19.207
-1.901
22.354
-0.0769
0.1156
0.6149
0.4
-19.186
-1.901
22.354
-0.0769
-3.4454
0.9951
0
-19.228
2
4.03
-0.0769
5.4964
-0.2279
0.2
-19.207
2
4.03
-0.0769
1.0255
-0.6279
0.4
-19.186
2
4.03
-0.0769
-0.6324
-1.0279
0
-19.228
-1.901
4.03
-0.0769
0.9795
-0.2279
0.2
-19.207
-1.901
4.03
-0.0769
0.1156
-0.6279
0.4
-19.186
-1.901
4.03
-0.0769
-3.4454
-1.0279
0
-3.722
4.773
24.897
0.0361
6.3232
1.1187
0.2
-3.706
4.773
24.897
0.0361
1.3437
0.6618
0.4
-3.691
4.773
24.897
0.0361
-0.6577
0.7239
0
-3.722
-3.857
24.897
0.0361
1.1252
1.1187
0.2
-3.706
-3.857
24.897
0.0361
0.1704
0.6618
0.4
-3.691
-3.857
24.897
0.0361
-3.6358
0.7239
0
-3.722
4.773
4.457
0.0361
6.3232
-0.8592
0.2
-3.706
4.773
4.457
0.0361
1.3437
-0.5969
0.4
-3.691
4.773
4.457
0.0361
-0.6577
-0.8459
0
-3.722
-3.857
4.457
0.0361
1.1252
-0.8592
0.2
-3.706
-3.857
4.457
0.0361
0.1704
-0.5969
0.4
-3.691
-3.857
4.457
0.0361
-3.6358
-0.8459
0
-19.845
4.773
24.897
-0.0333
6.3232
1.1187
0.2
-19.824
4.773
24.897
-0.0333
1.3437
0.6618
0.4
-19.803
4.773
24.897
-0.0333
-0.6577
0.7239
Frame
Combo
48
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
48
48
48
48
48
48
48
48
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
49
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-19.845
-3.857
24.897
T
KN-m
-0.0333
M2
KN-m
1.1252
M3
KN-m
1.1187
0.2
-19.824
-3.857
24.897
-0.0333
0.1704
0.6618
0.4
-19.803
-3.857
24.897
-0.0333
-3.6358
0.7239
0
-19.845
4.773
4.457
-0.0333
6.3232
-0.8592
0.2
-19.824
4.773
4.457
-0.0333
1.3437
-0.5969
0.4
-19.803
4.773
4.457
-0.0333
-0.6577
-0.8459
0
-19.845
-3.857
4.457
-0.0333
1.1252
-0.8592
0.2
-19.824
-3.857
4.457
-0.0333
0.1704
-0.5969
0.4
-19.803
-3.857
4.457
-0.0333
-3.6358
-0.8459
0
-1.439
4.025
22.029
0.0208
5.6789
0.8055
0.2
-1.418
4.025
22.029
0.0208
1.273
0.3477
0.4
-1.396
4.025
22.029
0.0208
-0.0989
0.7007
0
-1.439
-3.653
22.029
0.0208
0.2432
0.8055
0.2
-1.418
-3.653
22.029
0.0208
0.0371
0.3477
0.4
-1.396
-3.653
22.029
0.0208
-3.1329
0.7007
0
-1.439
4.025
0.855
0.0208
5.6789
-0.7607
0.2
-1.418
4.025
0.855
0.0208
1.273
-0.7211
0.4
-1.396
4.025
0.855
0.0208
-0.0989
-0.8262
0
-1.439
-3.653
0.855
0.0208
0.2432
-0.7607
0.2
-1.418
-3.653
0.855
0.0208
0.0371
-0.7211
0.4
-1.396
-3.653
0.855
0.0208
-3.1329
-0.8262
0
-17.476
4.025
22.029
-0.0108
5.6789
0.8055
0.2
-17.455
4.025
22.029
-0.0108
1.273
0.3477
0.4
-17.434
4.025
22.029
-0.0108
-0.0989
0.7007
0
-17.476
-3.653
22.029
-0.0108
0.2432
0.8055
0.2
-17.455
-3.653
22.029
-0.0108
0.0371
0.3477
0.4
-17.434
-3.653
22.029
-0.0108
-3.1329
0.7007
0
-17.476
4.025
0.855
-0.0108
5.6789
-0.7607
0.2
-17.455
4.025
0.855
-0.0108
1.273
-0.7211
0.4
-17.434
4.025
0.855
-0.0108
-0.0989
-0.8262
Frame
Combo
49
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
49
49
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
66
66
66
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-17.476
-3.653
0.855
T
KN-m
-0.0108
M2
KN-m
0.2432
M3
KN-m
-0.7607
0.2
-17.455
-3.653
0.855
-0.0108
0.0371
-0.7211
0.4
-17.434
-3.653
0.855
-0.0108
-3.1329
-0.8262
0
0.12
4.183
13.587
0.0421
3.532
0.8289
0.2
0.141
4.183
13.587
0.0421
0.8146
0.7226
0.4
0.162
4.183
13.587
0.0421
0.5598
0.7735
0
0.12
-3.747
13.587
0.0421
-1.2964
0.8289
0.2
0.141
-3.747
13.587
0.0421
-0.3858
0.7226
0.4
0.162
-3.747
13.587
0.0421
-1.9028
0.7735
0
0.12
4.183
-4.64
0.0421
3.532
-0.792
0.2
0.141
4.183
-4.64
0.0421
0.8146
-0.4325
0.4
0.162
4.183
-4.64
0.0421
0.5598
-0.8915
0
0.12
-3.747
-4.64
0.0421
-1.2964
-0.792
0.2
0.141
-3.747
-4.64
0.0421
-0.3858
-0.4325
0.4
0.162
-3.747
-4.64
0.0421
-1.9028
-0.8915
0
-11.884
4.183
13.587
-0.0086
3.532
0.8289
0.2
-11.863
4.183
13.587
-0.0086
0.8146
0.7226
0.4
-11.842
4.183
13.587
-0.0086
0.5598
0.7735
0
-11.884
-3.747
13.587
-0.0086
-1.2964
0.8289
0.2
-11.863
-3.747
13.587
-0.0086
-0.3858
0.7226
0.4
-11.842
-3.747
13.587
-0.0086
-1.9028
0.7735
0
-11.884
4.183
-4.64
-0.0086
3.532
-0.792
0.2
-11.863
4.183
-4.64
-0.0086
0.8146
-0.4325
0.4
-11.842
4.183
-4.64
-0.0086
0.5598
-0.8915
0
-11.884
-3.747
-4.64
-0.0086
-1.2964
-0.792
0.2
-11.863
-3.747
-4.64
-0.0086
-0.3858
-0.4325
0.4
-11.842
-3.747
-4.64
-0.0086
-1.9028
-0.8915
0
-11.547
0.972
0.184
0.0004972
0.0624
0.0046
0.9
-11.428
0.972
0.184
0.0004972
0.1029
6.9635
1.8
-11.309
0.972
0.184
0.0004972
0.2682
13.9224
Frame
Combo
66
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
66
67
67
67
67
67
67
67
67
67
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-11.547
-7.732
0.184
T
KN-m
0.0004972
M2
KN-m
-0.0624
M3
KN-m
0.0046
0.9
-11.428
-7.732
0.184
0.0004972
-0.1029
6.9635
1.8
-11.309
-7.732
0.184
0.0004972
-0.2682
13.9224
0
-11.547
0.972
-0.184
0.0004972
0.0624
0.0007468
0.9
-11.428
0.972
-0.184
0.0004972
0.1029
-0.8727
1.8
-11.309
0.972
-0.184
0.0004972
0.2682
-1.7475
0
-11.547
-7.732
-0.184
0.0004972
-0.0624
0.0007468
0.9
-11.428
-7.732
-0.184
0.0004972
-0.1029
-0.8727
1.8
-11.309
-7.732
-0.184
0.0004972
-0.2682
-1.7475
0
-48.905
0.972
0.184
-0.0004972
0.0624
0.0046
0.9
-48.746
0.972
0.184
-0.0004972
0.1029
6.9635
1.8
-48.587
0.972
0.184
-0.0004972
0.2682
13.9224
0
-48.905
-7.732
0.184
-0.0004972
-0.0624
0.0046
0.9
-48.746
-7.732
0.184
-0.0004972
-0.1029
6.9635
1.8
-48.587
-7.732
0.184
-0.0004972
-0.2682
13.9224
0
-48.905
0.972
-0.184
-0.0004972
0.0624
0.0007468
0.9
-48.746
0.972
-0.184
-0.0004972
0.1029
-0.8727
1.8
-48.587
0.972
-0.184
-0.0004972
0.2682
-1.7475
0
-48.905
-7.732
-0.184
-0.0004972
-0.0624
0.0007468
0.9
-48.746
-7.732
-0.184
-0.0004972
-0.1029
-0.8727
1.8
-48.587
-7.732
-0.184
-0.0004972
-0.2682
-1.7475
0
6.78
1.064
0.074
0.0001116
0.1628
24.0154
1.4
7.026
1.064
0.074
0.0001116
0.0587
22.9773
2.8
7.273
1.064
0.074
0.0001116
0.0458
21.9393
0
6.78
-2.653
0.074
0.0001116
-0.1628
24.0154
1.4
7.026
-2.653
0.074
0.0001116
-0.0587
22.9773
2.8
7.273
-2.653
0.074
0.0001116
-0.0458
21.9393
0
6.78
1.064
-0.074
0.0001116
0.1628
-18.0624
1.4
7.026
1.064
-0.074
0.0001116
0.0587
-14.3484
2.8
7.273
1.064
-0.074
0.0001116
0.0458
-10.6343
Frame
Combo
67
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
67
67
67
67
67
67
67
67
67
67
67
67
67
67
68
68
68
68
68
68
68
68
68
68
68
68
68
68
68
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
6.78
-2.653
-0.074
T
KN-m
0.0001116
M2
KN-m
-0.1628
M3
KN-m
-18.0624
1.4
7.026
-2.653
-0.074
0.0001116
-0.0587
-14.3484
2.8
7.273
-2.653
-0.074
0.0001116
-0.0458
-10.6343
0
-21.417
1.064
0.074
-0.0001388
0.1628
24.0154
1.4
-21.17
1.064
0.074
-0.0001388
0.0587
22.9773
2.8
-20.923
1.064
0.074
-0.0001388
0.0458
21.9393
0
-21.417
-2.653
0.074
-0.0001388
-0.1628
24.0154
1.4
-21.17
-2.653
0.074
-0.0001388
-0.0587
22.9773
2.8
-20.923
-2.653
0.074
-0.0001388
-0.0458
21.9393
0
-21.417
1.064
-0.074
-0.0001388
0.1628
-18.0624
1.4
-21.17
1.064
-0.074
-0.0001388
0.0587
-14.3484
2.8
-20.923
1.064
-0.074
-0.0001388
0.0458
-10.6343
0
-21.417
-2.653
-0.074
-0.0001388
-0.1628
-18.0624
1.4
-21.17
-2.653
-0.074
-0.0001388
-0.0587
-14.3484
2.8
-20.923
-2.653
-0.074
-0.0001388
-0.0458
-10.6343
0
7.273
1.064
0.074
0.0001116
0.0458
21.9393
0.15
7.3
1.064
0.074
0.0001116
0.057
21.828
0.3
7.326
1.064
0.074
0.0001116
0.0682
21.7168
0
7.273
-2.653
0.074
0.0001116
-0.0458
21.9393
0.15
7.3
-2.653
0.074
0.0001116
-0.057
21.828
0.3
7.326
-2.653
0.074
0.0001116
-0.0682
21.7168
0
7.273
1.064
-0.074
0.0001116
0.0458
-10.6343
0.15
7.3
1.064
-0.074
0.0001116
0.057
-10.2364
0.3
7.326
1.064
-0.074
0.0001116
0.0682
-9.8385
0
7.273
-2.653
-0.074
0.0001116
-0.0458
-10.6343
0.15
7.3
-2.653
-0.074
0.0001116
-0.057
-10.2364
0.3
7.326
-2.653
-0.074
0.0001116
-0.0682
-9.8385
0
-20.923
1.064
0.074
-0.0001388
0.0458
21.9393
0.15
-20.897
1.064
0.074
-0.0001388
0.057
21.828
0.3
-20.87
1.064
0.074
-0.0001388
0.0682
21.7168
Frame
Combo
68
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
68
68
68
68
68
68
68
68
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
74
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-20.923
-2.653
0.074
T
KN-m
-0.0001388
M2
KN-m
-0.0458
M3
KN-m
21.9393
0.15
-20.897
-2.653
0.074
-0.0001388
-0.057
21.828
0.3
-20.87
-2.653
0.074
-0.0001388
-0.0682
21.7168
0
-20.923
1.064
-0.074
-0.0001388
0.0458
-10.6343
0.15
-20.897
1.064
-0.074
-0.0001388
0.057
-10.2364
0.3
-20.87
1.064
-0.074
-0.0001388
0.0682
-9.8385
0
-20.923
-2.653
-0.074
-0.0001388
-0.0458
-10.6343
0.15
-20.897
-2.653
-0.074
-0.0001388
-0.057
-10.2364
0.3
-20.87
-2.653
-0.074
-0.0001388
-0.0682
-9.8385
0
-3.634
1.687
22.503
0.0503
5.5605
0.1942
0.2
-3.619
1.687
22.503
0.0503
1.06
0.5331
0.4
-3.603
1.687
22.503
0.0503
-0.6386
0.8721
0
-3.634
-1.695
22.503
0.0503
1.0062
0.1942
0.2
-3.619
-1.695
22.503
0.0503
0.1796
0.5331
0.4
-3.603
-1.695
22.503
0.0503
-3.4405
0.8721
0
-3.634
1.687
4.112
0.0503
5.5605
-0.1887
0.2
-3.619
1.687
4.112
0.0503
1.06
-0.5261
0.4
-3.603
1.687
4.112
0.0503
-0.6386
-0.8635
0
-3.634
-1.695
4.112
0.0503
1.0062
-0.1887
0.2
-3.619
-1.695
4.112
0.0503
0.1796
-0.5261
0.4
-3.603
-1.695
4.112
0.0503
-3.4405
-0.8635
0
-18.947
1.687
22.503
-0.0464
5.5605
0.1942
0.2
-18.926
1.687
22.503
-0.0464
1.06
0.5331
0.4
-18.905
1.687
22.503
-0.0464
-0.6386
0.8721
0
-18.947
-1.695
22.503
-0.0464
1.0062
0.1942
0.2
-18.926
-1.695
22.503
-0.0464
0.1796
0.5331
0.4
-18.905
-1.695
22.503
-0.0464
-3.4405
0.8721
0
-18.947
1.687
4.112
-0.0464
5.5605
-0.1887
0.2
-18.926
1.687
4.112
-0.0464
1.06
-0.5261
0.4
-18.905
1.687
4.112
-0.0464
-0.6386
-0.8635
Frame
Combo
74
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
74
74
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
76
76
76
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-18.947
-1.695
4.112
T
KN-m
-0.0464
M2
KN-m
1.0062
M3
KN-m
-0.1887
0.2
-18.926
-1.695
4.112
-0.0464
0.1796
-0.5261
0.4
-18.905
-1.695
4.112
-0.0464
-3.4405
-0.8635
0
-3.746
3.499
25.358
0.0252
6.4698
0.7931
0.2
-3.73
3.499
25.358
0.0252
1.3982
0.7164
0.4
-3.714
3.499
25.358
0.0252
-0.6739
0.7829
0
-3.746
-3.499
25.358
0.0252
1.172
0.7931
0.2
-3.73
-3.499
25.358
0.0252
0.2345
0.7164
0.4
-3.714
-3.499
25.358
0.0252
-3.6733
0.7829
0
-3.746
3.499
4.615
0.0252
6.4698
-0.7931
0.2
-3.73
3.499
4.615
0.0252
1.3982
-0.6977
0.4
-3.714
3.499
4.615
0.0252
-0.6739
-0.7763
0
-3.746
-3.499
4.615
0.0252
1.172
-0.7931
0.2
-3.73
-3.499
4.615
0.0252
0.2345
-0.6977
0.4
-3.714
-3.499
4.615
0.0252
-3.6733
-0.7763
0
-19.772
3.499
25.358
-0.0223
6.4698
0.7931
0.2
-19.751
3.499
25.358
-0.0223
1.3982
0.7164
0.4
-19.73
3.499
25.358
-0.0223
-0.6739
0.7829
0
-19.772
-3.499
25.358
-0.0223
1.172
0.7931
0.2
-19.751
-3.499
25.358
-0.0223
0.2345
0.7164
0.4
-19.73
-3.499
25.358
-0.0223
-3.6733
0.7829
0
-19.772
3.499
4.615
-0.0223
6.4698
-0.7931
0.2
-19.751
3.499
4.615
-0.0223
1.3982
-0.6977
0.4
-19.73
3.499
4.615
-0.0223
-0.6739
-0.7763
0
-19.772
-3.499
4.615
-0.0223
1.172
-0.7931
0.2
-19.751
-3.499
4.615
-0.0223
0.2345
-0.6977
0.4
-19.73
-3.499
4.615
-0.0223
-3.6733
-0.7763
0
-1.616
3.178
22.419
0.0197
5.8145
0.6642
0.2
-1.595
3.178
22.419
0.0197
1.3308
0.7231
0.4
-1.574
3.178
22.419
0.0197
-0.1754
0.7826
Frame
Combo
76
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
76
77
77
77
77
77
77
77
77
77
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-1.616
-3.178
22.419
T
KN-m
0.0197
M2
KN-m
0.4309
M3
KN-m
0.6642
0.2
-1.595
-3.178
22.419
0.0197
0.1278
0.7231
0.4
-1.574
-3.178
22.419
0.0197
-3.1529
0.7826
0
-1.616
3.178
1.516
0.0197
5.8145
-0.6412
0.2
-1.595
3.178
1.516
0.0197
1.3308
-0.3166
0.4
-1.574
3.178
1.516
0.0197
-0.1754
-0.6299
0
-1.616
-3.178
1.516
0.0197
0.4309
-0.6412
0.2
-1.595
-3.178
1.516
0.0197
0.1278
-0.3166
0.4
-1.574
-3.178
1.516
0.0197
-3.1529
-0.6299
0
-17.183
3.178
22.419
-0.0198
5.8145
0.6642
0.2
-17.162
3.178
22.419
-0.0198
1.3308
0.7231
0.4
-17.141
3.178
22.419
-0.0198
-0.1754
0.7826
0
-17.183
-3.178
22.419
-0.0198
0.4309
0.6642
0.2
-17.162
-3.178
22.419
-0.0198
0.1278
0.7231
0.4
-17.141
-3.178
22.419
-0.0198
-3.1529
0.7826
0
-17.183
3.178
1.516
-0.0198
5.8145
-0.6412
0.2
-17.162
3.178
1.516
-0.0198
1.3308
-0.3166
0.4
-17.141
3.178
1.516
-0.0198
-0.1754
-0.6299
0
-17.183
-3.178
1.516
-0.0198
0.4309
-0.6412
0.2
-17.162
-3.178
1.516
-0.0198
0.1278
-0.3166
0.4
-17.141
-3.178
1.516
-0.0198
-3.1529
-0.6299
0
0.22
3.339
13.742
0.0088
3.5954
0.6647
0.2
0.241
3.339
13.742
0.0088
0.847
0.3897
0.4
0.262
3.339
13.742
0.0088
0.4769
0.7262
0
0.22
-3.339
13.742
0.0088
-1.171
0.6647
0.2
0.241
-3.339
13.742
0.0088
-0.347
0.3897
0.4
0.262
-3.339
13.742
0.0088
-1.9015
0.7262
0
0.22
3.339
-4.12
0.0088
3.5954
-0.7375
0.2
0.241
3.339
-4.12
0.0088
0.847
-0.7694
0.4
0.262
3.339
-4.12
0.0088
0.4769
-0.8016
Frame
Combo
77
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
77
77
77
77
77
77
77
77
77
77
77
77
77
77
93
93
93
93
93
93
93
93
93
93
93
93
93
93
93
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
0.22
-3.339
-4.12
T
KN-m
0.0088
M2
KN-m
-1.171
M3
KN-m
-0.7375
0.2
0.241
-3.339
-4.12
0.0088
-0.347
-0.7694
0.4
0.262
-3.339
-4.12
0.0088
-1.9015
-0.8016
0
-11.388
3.339
13.742
-0.0196
3.5954
0.6647
0.2
-11.366
3.339
13.742
-0.0196
0.847
0.3897
0.4
-11.345
3.339
13.742
-0.0196
0.4769
0.7262
0
-11.388
-3.339
13.742
-0.0196
-1.171
0.6647
0.2
-11.366
-3.339
13.742
-0.0196
-0.347
0.3897
0.4
-11.345
-3.339
13.742
-0.0196
-1.9015
0.7262
0
-11.388
3.339
-4.12
-0.0196
3.5954
-0.7375
0.2
-11.366
3.339
-4.12
-0.0196
0.847
-0.7694
0.4
-11.345
3.339
-4.12
-0.0196
0.4769
-0.8016
0
-11.388
-3.339
-4.12
-0.0196
-1.171
-0.7375
0.2
-11.366
-3.339
-4.12
-0.0196
-0.347
-0.7694
0.4
-11.345
-3.339
-4.12
-0.0196
-1.9015
-0.8016
0
-13.372
1.12
0.208
0.0003586
0.0817
-0.0008121
0.9
-13.253
1.12
0.208
0.0003586
0.0813
6.9805
1.8
-13.134
1.12
0.208
0.0003586
0.2032
13.9688
0
-13.372
-7.765
0.208
0.0003586
-0.0406
-0.0008121
0.9
-13.253
-7.765
0.208
0.0003586
-0.1053
6.9805
1.8
-13.134
-7.765
0.208
0.0003586
-0.2922
13.9688
0
-13.372
1.12
-0.135
0.0003586
0.0817
-0.0099
0.9
-13.253
1.12
-0.135
0.0003586
0.0813
-1.0151
1.8
-13.134
1.12
-0.135
0.0003586
0.2032
-2.0231
0
-13.372
-7.765
-0.135
0.0003586
-0.0406
-0.0099
0.9
-13.253
-7.765
-0.135
0.0003586
-0.1053
-1.0151
1.8
-13.134
-7.765
-0.135
0.0003586
-0.2922
-2.0231
0
-55.208
1.12
0.208
-0.0004935
0.0817
-0.0008121
0.9
-55.049
1.12
0.208
-0.0004935
0.0813
6.9805
1.8
-54.89
1.12
0.208
-0.0004935
0.2032
13.9688
Frame
Combo
93
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
93
93
93
93
93
93
93
93
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
94
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-55.208
-7.765
0.208
T
KN-m
-0.0004935
M2
KN-m
-0.0406
M3
KN-m
-0.0008121
0.9
-55.049
-7.765
0.208
-0.0004935
-0.1053
6.9805
1.8
-54.89
-7.765
0.208
-0.0004935
-0.2922
13.9688
0
-55.208
1.12
-0.135
-0.0004935
0.0817
-0.0099
0.9
-55.049
1.12
-0.135
-0.0004935
0.0813
-1.0151
1.8
-54.89
1.12
-0.135
-0.0004935
0.2032
-2.0231
0
-55.208
-7.765
-0.135
-0.0004935
-0.0406
-0.0099
0.9
-55.049
-7.765
-0.135
-0.0004935
-0.1053
-1.0151
1.8
-54.89
-7.765
-0.135
-0.0004935
-0.2922
-2.0231
0
8.379
1.569
0.107
0.000257
0.2134
24.8021
1.4
8.626
1.569
0.107
0.000257
0.0673
22.7907
2.8
8.873
1.569
0.107
0.000257
0.0727
20.7891
0
8.379
-2.602
0.107
0.000257
-0.1664
24.8021
1.4
8.626
-2.602
0.107
0.000257
-0.0505
22.7907
2.8
8.873
-2.602
0.107
0.000257
-0.0861
20.7891
0
8.379
1.569
-0.085
0.000257
0.2134
-17.4529
1.4
8.626
1.569
-0.085
0.000257
0.0673
-13.8097
2.8
8.873
1.569
-0.085
0.000257
0.0727
-10.1664
0
8.379
-2.602
-0.085
0.000257
-0.1664
-17.4529
1.4
8.626
-2.602
-0.085
0.000257
-0.0505
-13.8097
2.8
8.873
-2.602
-0.085
0.000257
-0.0861
-10.1664
0
-22.121
1.569
0.107
-0.0002356
0.2134
24.8021
1.4
-21.874
1.569
0.107
-0.0002356
0.0673
22.7907
2.8
-21.627
1.569
0.107
-0.0002356
0.0727
20.7891
0
-22.121
-2.602
0.107
-0.0002356
-0.1664
24.8021
1.4
-21.874
-2.602
0.107
-0.0002356
-0.0505
22.7907
2.8
-21.627
-2.602
0.107
-0.0002356
-0.0861
20.7891
0
-22.121
1.569
-0.085
-0.0002356
0.2134
-17.4529
1.4
-21.874
1.569
-0.085
-0.0002356
0.0673
-13.8097
2.8
-21.627
1.569
-0.085
-0.0002356
0.0727
-10.1664
Frame
Combo
94
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
94
94
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
101
101
101
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-22.121
-2.602
-0.085
T
KN-m
-0.0002356
M2
KN-m
-0.1664
M3
KN-m
-17.4529
1.4
-21.874
-2.602
-0.085
-0.0002356
-0.0505
-13.8097
2.8
-21.627
-2.602
-0.085
-0.0002356
-0.0861
-10.1664
0
8.873
1.569
0.107
0.000257
0.0727
20.7891
0.15
8.899
1.569
0.107
0.000257
0.0855
20.6099
0.3
8.926
1.569
0.107
0.000257
0.0983
20.4307
0
8.873
-2.602
0.107
0.000257
-0.0861
20.7891
0.15
8.899
-2.602
0.107
0.000257
-0.1021
20.6099
0.3
8.926
-2.602
0.107
0.000257
-0.1182
20.4307
0
8.873
1.569
-0.085
0.000257
0.0727
-10.1664
0.15
8.899
1.569
-0.085
0.000257
0.0855
-9.8056
0.3
8.926
1.569
-0.085
0.000257
0.0983
-9.4556
0
8.873
-2.602
-0.085
0.000257
-0.0861
-10.1664
0.15
8.899
-2.602
-0.085
0.000257
-0.1021
-9.8056
0.3
8.926
-2.602
-0.085
0.000257
-0.1182
-9.4556
0
-21.627
1.569
0.107
-0.0002356
0.0727
20.7891
0.15
-21.601
1.569
0.107
-0.0002356
0.0855
20.6099
0.3
-21.574
1.569
0.107
-0.0002356
0.0983
20.4307
0
-21.627
-2.602
0.107
-0.0002356
-0.0861
20.7891
0.15
-21.601
-2.602
0.107
-0.0002356
-0.1021
20.6099
0.3
-21.574
-2.602
0.107
-0.0002356
-0.1182
20.4307
0
-21.627
1.569
-0.085
-0.0002356
0.0727
-10.1664
0.15
-21.601
1.569
-0.085
-0.0002356
0.0855
-9.8056
0.3
-21.574
1.569
-0.085
-0.0002356
0.0983
-9.4556
0
-21.627
-2.602
-0.085
-0.0002356
-0.0861
-10.1664
0.15
-21.601
-2.602
-0.085
-0.0002356
-0.1021
-9.8056
0.3
-21.574
-2.602
-0.085
-0.0002356
-0.1182
-9.4556
0
-3.7
1.9
22.354
0.0777
5.4964
0.2277
0.2
-3.684
1.9
22.354
0.0777
1.0255
0.6308
0.4
-3.668
1.9
22.354
0.0777
-0.6417
1.034
Frame
Combo
101
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
101
101
101
101
101
101
101
101
101
101
101
101
101
101
101
101
101
101
101
101
102
102
102
102
102
102
102
102
102
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-3.7
-2.016
22.354
T
KN-m
0.0777
M2
KN-m
0.9974
M3
KN-m
0.2277
0.2
-3.684
-2.016
22.354
0.0777
0.106
0.6308
0.4
-3.668
-2.016
22.354
0.0777
-3.4454
1.034
0
-3.7
1.9
4.098
0.0777
5.4964
-0.2374
0.2
-3.684
1.9
4.098
0.0777
1.0255
-0.6173
0.4
-3.668
1.9
4.098
0.0777
-0.6417
-0.9972
0
-3.7
-2.016
4.098
0.0777
0.9974
-0.2374
0.2
-3.684
-2.016
4.098
0.0777
0.106
-0.6173
0.4
-3.668
-2.016
4.098
0.0777
-3.4454
-0.9972
0
-19.228
1.9
22.354
-0.0946
5.4964
0.2277
0.2
-19.207
1.9
22.354
-0.0946
1.0255
0.6308
0.4
-19.186
1.9
22.354
-0.0946
-0.6417
1.034
0
-19.228
-2.016
22.354
-0.0946
0.9974
0.2277
0.2
-19.207
-2.016
22.354
-0.0946
0.106
0.6308
0.4
-19.186
-2.016
22.354
-0.0946
-3.4454
1.034
0
-19.228
1.9
4.098
-0.0946
5.4964
-0.2374
0.2
-19.207
1.9
4.098
-0.0946
1.0255
-0.6173
0.4
-19.186
1.9
4.098
-0.0946
-0.6417
-0.9972
0
-19.228
-2.016
4.098
-0.0946
0.9974
-0.2374
0.2
-19.207
-2.016
4.098
-0.0946
0.106
-0.6173
0.4
-19.186
-2.016
4.098
-0.0946
-3.4454
-0.9972
0
-3.771
3.857
24.897
0.0217
6.3232
0.8592
0.2
-3.755
3.857
24.897
0.0217
1.3437
0.5853
0.4
-3.739
3.857
24.897
0.0217
-0.6688
0.8304
0
-3.771
-4.773
24.897
0.0217
1.1437
0.8592
0.2
-3.755
-4.773
24.897
0.0217
0.1503
0.5853
0.4
-3.739
-4.773
24.897
0.0217
-3.6358
0.8304
0
-3.771
3.857
4.539
0.0217
6.3232
-1.1187
0.2
-3.755
3.857
4.539
0.0217
1.3437
-0.6752
0.4
-3.739
3.857
4.539
0.0217
-0.6688
-0.7284
Frame
Combo
102
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
102
102
102
102
102
102
102
102
102
102
102
102
102
102
103
103
103
103
103
103
103
103
103
103
103
103
103
103
103
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-3.771
-4.773
4.539
T
KN-m
0.0217
M2
KN-m
1.1437
M3
KN-m
-1.1187
0.2
-3.755
-4.773
4.539
0.0217
0.1503
-0.6752
0.4
-3.739
-4.773
4.539
0.0217
-3.6358
-0.7284
0
-19.845
3.857
24.897
-0.0477
6.3232
0.8592
0.2
-19.824
3.857
24.897
-0.0477
1.3437
0.5853
0.4
-19.803
3.857
24.897
-0.0477
-0.6688
0.8304
0
-19.845
-4.773
24.897
-0.0477
1.1437
0.8592
0.2
-19.824
-4.773
24.897
-0.0477
0.1503
0.5853
0.4
-19.803
-4.773
24.897
-0.0477
-3.6358
0.8304
0
-19.845
3.857
4.539
-0.0477
6.3232
-1.1187
0.2
-19.824
3.857
4.539
-0.0477
1.3437
-0.6752
0.4
-19.803
3.857
4.539
-0.0477
-0.6688
-0.7284
0
-19.845
-4.773
4.539
-0.0477
1.1437
-1.1187
0.2
-19.824
-4.773
4.539
-0.0477
0.1503
-0.6752
0.4
-19.803
-4.773
4.539
-0.0477
-3.6358
-0.7284
0
-1.299
3.653
22.029
0.0119
5.6789
0.7607
0.2
-1.278
3.653
22.029
0.0119
1.273
0.3087
0.4
-1.257
3.653
22.029
0.0119
-0.0683
0.8043
0
-1.299
-4.025
22.029
0.0119
0.1804
0.7607
0.2
-1.278
-4.025
22.029
0.0119
0.0371
0.3087
0.4
-1.257
-4.025
22.029
0.0119
-3.1329
0.8043
0
-1.299
3.653
0.622
0.0119
5.6789
-0.8055
0.2
-1.278
3.653
0.622
0.0119
1.273
-0.6917
0.4
-1.257
3.653
0.622
0.0119
-0.0683
-0.7226
0
-1.299
-4.025
0.622
0.0119
0.1804
-0.8055
0.2
-1.278
-4.025
0.622
0.0119
0.0371
-0.6917
0.4
-1.257
-4.025
0.622
0.0119
-3.1329
-0.7226
0
-17.476
3.653
22.029
-0.0181
5.6789
0.7607
0.2
-17.455
3.653
22.029
-0.0181
1.273
0.3087
0.4
-17.434
3.653
22.029
-0.0181
-0.0683
0.8043
Frame
Combo
103
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
103
103
103
103
103
103
103
103
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-17.476
-4.025
22.029
T
KN-m
-0.0181
M2
KN-m
0.1804
M3
KN-m
0.7607
0.2
-17.455
-4.025
22.029
-0.0181
0.0371
0.3087
0.4
-17.434
-4.025
22.029
-0.0181
-3.1329
0.8043
0
-17.476
3.653
0.622
-0.0181
5.6789
-0.8055
0.2
-17.455
3.653
0.622
-0.0181
1.273
-0.6917
0.4
-17.434
3.653
0.622
-0.0181
-0.0683
-0.7226
0
-17.476
-4.025
0.622
-0.0181
0.1804
-0.8055
0.2
-17.455
-4.025
0.622
-0.0181
0.0371
-0.6917
0.4
-17.434
-4.025
0.622
-0.0181
-3.1329
-0.7226
0
0.12
3.747
13.587
0.0124
3.532
0.792
0.2
0.141
3.747
13.587
0.0124
0.8146
0.7729
0.4
0.162
3.747
13.587
0.0124
0.5598
0.9111
0
0.12
-4.183
13.587
0.0124
-1.3234
0.792
0.2
0.141
-4.183
13.587
0.0124
-0.4031
0.7729
0.4
0.162
-4.183
13.587
0.0124
-1.9028
0.9111
0
0.12
3.747
-4.64
0.0124
3.532
-0.8289
0.2
0.141
3.747
-4.64
0.0124
0.8146
-0.3272
0.4
0.162
3.747
-4.64
0.0124
0.5598
-0.7358
0
0.12
-4.183
-4.64
0.0124
-1.3234
-0.8289
0.2
0.141
-4.183
-4.64
0.0124
-0.4031
-0.3272
0.4
0.162
-4.183
-4.64
0.0124
-1.9028
-0.7358
0
-11.884
3.747
13.587
-0.0334
3.532
0.792
0.2
-11.863
3.747
13.587
-0.0334
0.8146
0.7729
0.4
-11.842
3.747
13.587
-0.0334
0.5598
0.9111
0
-11.884
-4.183
13.587
-0.0334
-1.3234
0.792
0.2
-11.863
-4.183
13.587
-0.0334
-0.4031
0.7729
0.4
-11.842
-4.183
13.587
-0.0334
-1.9028
0.9111
0
-11.884
3.747
-4.64
-0.0334
3.532
-0.8289
0.2
-11.863
3.747
-4.64
-0.0334
0.8146
-0.3272
0.4
-11.842
3.747
-4.64
-0.0334
0.5598
-0.7358
Frame
Combo
104
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
104
104
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
121
121
121
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-11.884
-4.183
-4.64
T
KN-m
-0.0334
M2
KN-m
-1.3234
M3
KN-m
-0.8289
0.2
-11.863
-4.183
-4.64
-0.0334
-0.4031
-0.3272
0.4
-11.842
-4.183
-4.64
-0.0334
-1.9028
-0.7358
0
1.068
2.467
-0.065
0.000862
-0.0556
8.403E-05
0.9
1.227
2.467
-0.065
0.000862
0.1895
6.5441
1.8
1.385
2.467
-0.065
0.000862
0.5009
13.0891
0
1.068
-7.272
-0.065
0.000862
-0.1219
8.403E-05
0.9
1.227
-7.272
-0.065
0.000862
0.0032
6.5441
1.8
1.385
-7.272
-0.065
0.000862
0.0621
13.0891
0
1.068
2.467
-0.346
0.000862
-0.0556
-0.001
0.9
1.227
2.467
-0.346
0.000862
0.1895
-2.2206
1.8
1.385
2.467
-0.346
0.000862
0.5009
-4.4413
0
1.068
-7.272
-0.346
0.000862
-0.1219
-0.001
0.9
1.227
-7.272
-0.346
0.000862
0.0032
-2.2206
1.8
1.385
-7.272
-0.346
0.000862
0.0621
-4.4413
0
-23.65
2.467
-0.065
-0.0002073
-0.0556
8.403E-05
0.9
-23.491
2.467
-0.065
-0.0002073
0.1895
6.5441
1.8
-23.333
2.467
-0.065
-0.0002073
0.5009
13.0891
0
-23.65
-7.272
-0.065
-0.0002073
-0.1219
8.403E-05
0.9
-23.491
-7.272
-0.065
-0.0002073
0.0032
6.5441
1.8
-23.333
-7.272
-0.065
-0.0002073
0.0621
13.0891
0
-23.65
2.467
-0.346
-0.0002073
-0.0556
-0.001
0.9
-23.491
2.467
-0.346
-0.0002073
0.1895
-2.2206
1.8
-23.333
2.467
-0.346
-0.0002073
0.5009
-4.4413
0
-23.65
-7.272
-0.346
-0.0002073
-0.1219
-0.001
0.9
-23.491
-7.272
-0.346
-0.0002073
0.0032
-2.2206
1.8
-23.333
-7.272
-0.346
-0.0002073
0.0621
-4.4413
0
0.635
6.706
-0.015
2.629E-05
-0.041
30.6976
1.4
0.882
6.706
-0.015
2.629E-05
0.001
21.3089
2.8
1.129
6.706
-0.015
2.629E-05
0.1697
11.9203
Frame
Combo
121
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
121
121
121
121
121
121
121
121
121
121
121
121
121
121
121
121
121
121
121
121
122
122
122
122
122
122
122
122
122
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
0.635
-4.5
-0.015
T
KN-m
2.629E-05
M2
KN-m
-0.354
M3
KN-m
30.6976
1.4
0.882
-4.5
-0.015
2.629E-05
-0.1164
21.3089
2.8
1.129
-4.5
-0.015
2.629E-05
0.0017
11.9203
0
0.635
6.706
-0.183
2.629E-05
-0.041
-17.1973
1.4
0.882
6.706
-0.183
2.629E-05
0.001
-10.897
2.8
1.129
6.706
-0.183
2.629E-05
0.1697
-4.6122
0
0.635
-4.5
-0.183
2.629E-05
-0.354
-17.1973
1.4
0.882
-4.5
-0.183
2.629E-05
-0.1164
-10.897
2.8
1.129
-4.5
-0.183
2.629E-05
0.0017
-4.6122
0
-8.165
6.706
-0.015
-0.0002008
-0.041
30.6976
1.4
-7.918
6.706
-0.015
-0.0002008
0.001
21.3089
2.8
-7.671
6.706
-0.015
-0.0002008
0.1697
11.9203
0
-8.165
-4.5
-0.015
-0.0002008
-0.354
30.6976
1.4
-7.918
-4.5
-0.015
-0.0002008
-0.1164
21.3089
2.8
-7.671
-4.5
-0.015
-0.0002008
0.0017
11.9203
0
-8.165
6.706
-0.183
-0.0002008
-0.041
-17.1973
1.4
-7.918
6.706
-0.183
-0.0002008
0.001
-10.897
2.8
-7.671
6.706
-0.183
-0.0002008
0.1697
-4.6122
0
-8.165
-4.5
-0.183
-0.0002008
-0.354
-17.1973
1.4
-7.918
-4.5
-0.183
-0.0002008
-0.1164
-10.897
2.8
-7.671
-4.5
-0.183
-0.0002008
0.0017
-4.6122
0
1.129
6.706
-0.015
2.629E-05
0.1697
11.9203
0.15
1.156
6.706
-0.015
2.629E-05
0.1966
10.9143
0.3
1.182
6.706
-0.015
2.629E-05
0.2235
9.9515
0
1.129
-4.5
-0.015
2.629E-05
0.0017
11.9203
0.15
1.156
-4.5
-0.015
2.629E-05
0.004
10.9143
0.3
1.182
-4.5
-0.015
2.629E-05
0.0063
9.9515
0
1.129
6.706
-0.183
2.629E-05
0.1697
-4.6122
0.15
1.156
6.706
-0.183
2.629E-05
0.1966
-3.9443
0.3
1.182
6.706
-0.183
2.629E-05
0.2235
-3.2898
Frame
Combo
122
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
122
122
122
122
122
122
122
122
122
122
122
122
122
122
128
128
128
128
128
128
128
128
128
128
128
128
128
128
128
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
1.129
-4.5
-0.183
T
KN-m
2.629E-05
M2
KN-m
0.0017
M3
KN-m
-4.6122
0.15
1.156
-4.5
-0.183
2.629E-05
0.004
-3.9443
0.3
1.182
-4.5
-0.183
2.629E-05
0.0063
-3.2898
0
-7.671
6.706
-0.015
-0.0002008
0.1697
11.9203
0.15
-7.644
6.706
-0.015
-0.0002008
0.1966
10.9143
0.3
-7.618
6.706
-0.015
-0.0002008
0.2235
9.9515
0
-7.671
-4.5
-0.015
-0.0002008
0.0017
11.9203
0.15
-7.644
-4.5
-0.015
-0.0002008
0.004
10.9143
0.3
-7.618
-4.5
-0.015
-0.0002008
0.0063
9.9515
0
-7.671
6.706
-0.183
-0.0002008
0.1697
-4.6122
0.15
-7.644
6.706
-0.183
-0.0002008
0.1966
-3.9443
0.3
-7.618
6.706
-0.183
-0.0002008
0.2235
-3.2898
0
-7.671
-4.5
-0.183
-0.0002008
0.0017
-4.6122
0.15
-7.644
-4.5
-0.183
-0.0002008
0.004
-3.9443
0.3
-7.618
-4.5
-0.183
-0.0002008
0.0063
-3.2898
0
0.103
2.263
17.517
0.0598
4.4714
0.0621
0.2
0.124
2.263
17.517
0.0598
0.968
0.127
0.4
0.145
2.263
17.517
0.0598
0.115
0.192
0
0.103
-0.325
17.517
0.0598
-0.3109
0.0621
0.2
0.124
-0.325
17.517
0.0598
-0.0979
0.127
0.4
0.145
-0.325
17.517
0.0598
-2.5354
0.192
0
0.103
2.263
-1.065
0.0598
4.4714
-0.2445
0.2
0.124
2.263
-1.065
0.0598
0.968
-0.697
0.4
0.145
2.263
-1.065
0.0598
0.115
-1.1495
0
0.103
-0.325
-1.065
0.0598
-0.3109
-0.2445
0.2
0.124
-0.325
-1.065
0.0598
-0.0979
-0.697
0.4
0.145
-0.325
-1.065
0.0598
-2.5354
-1.1495
0
-12.802
2.263
17.517
-0.0267
4.4714
0.0621
0.2
-12.781
2.263
17.517
-0.0267
0.968
0.127
0.4
-12.759
2.263
17.517
-0.0267
0.115
0.192
Frame
Combo
128
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
128
128
128
128
128
128
128
128
129
129
129
129
129
129
129
129
129
129
129
129
129
129
129
129
129
129
129
129
129
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-12.802
-0.325
17.517
T
KN-m
-0.0267
M2
KN-m
-0.3109
M3
KN-m
0.0621
0.2
-12.781
-0.325
17.517
-0.0267
-0.0979
0.127
0.4
-12.759
-0.325
17.517
-0.0267
-2.5354
0.192
0
-12.802
2.263
-1.065
-0.0267
4.4714
-0.2445
0.2
-12.781
2.263
-1.065
-0.0267
0.968
-0.697
0.4
-12.759
2.263
-1.065
-0.0267
0.115
-1.1495
0
-12.802
-0.325
-1.065
-0.0267
-0.3109
-0.2445
0.2
-12.781
-0.325
-1.065
-0.0267
-0.0979
-0.697
0.4
-12.759
-0.325
-1.065
-0.0267
-2.5354
-1.1495
0
0.704
6.58
19.143
0.0511
4.97
1.5324
0.2
0.725
6.58
19.143
0.0511
1.1414
0.628
0.4
0.747
6.58
19.143
0.0511
0.2521
-0.0727
0
0.704
1.144
19.143
0.0511
-0.5509
1.5324
0.2
0.725
1.144
19.143
0.0511
-0.1494
0.628
0.4
0.747
1.144
19.143
0.0511
-2.6872
-0.0727
0
0.704
6.58
-2.007
0.0511
4.97
0.2455
0.2
0.725
6.58
-2.007
0.0511
1.1414
-0.3807
0.4
0.747
6.58
-2.007
0.0511
0.2521
-1.2487
0
0.704
1.144
-2.007
0.0511
-0.5509
0.2455
0.2
0.725
1.144
-2.007
0.0511
-0.1494
-0.3807
0.4
0.747
1.144
-2.007
0.0511
-2.6872
-1.2487
0
-13.416
6.58
19.143
0.0037
4.97
1.5324
0.2
-13.395
6.58
19.143
0.0037
1.1414
0.628
0.4
-13.374
6.58
19.143
0.0037
0.2521
-0.0727
0
-13.416
1.144
19.143
0.0037
-0.5509
1.5324
0.2
-13.395
1.144
19.143
0.0037
-0.1494
0.628
0.4
-13.374
1.144
19.143
0.0037
-2.6872
-0.0727
0
-13.416
6.58
-2.007
0.0037
4.97
0.2455
0.2
-13.395
6.58
-2.007
0.0037
1.1414
-0.3807
0.4
-13.374
6.58
-2.007
0.0037
0.2521
-1.2487
Frame
Combo
129
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
129
129
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
131
131
131
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
-13.416
1.144
-2.007
T
KN-m
0.0037
M2
KN-m
-0.5509
M3
KN-m
0.2455
0.2
-13.395
1.144
-2.007
0.0037
-0.1494
-0.3807
0.4
-13.374
1.144
-2.007
0.0037
-2.6872
-1.2487
0
1.807
5.947
18.225
0.009
4.7817
1.2926
0.2
1.828
5.947
18.225
0.009
1.1368
0.5727
0.4
1.849
5.947
18.225
0.009
0.4919
-0.1095
0
1.807
1.012
18.225
0.009
-0.9988
1.2926
0.2
1.828
1.012
18.225
0.009
-0.2535
0.5727
0.4
1.849
1.012
18.225
0.009
-2.5082
-0.1095
0
1.807
5.947
-3.727
0.009
4.7817
0.201
0.2
1.828
5.947
-3.727
0.009
1.1368
-0.0014
0.4
1.849
5.947
-3.727
0.009
0.4919
-1.1526
0
1.807
1.012
-3.727
0.009
-0.9988
0.201
0.2
1.828
1.012
-3.727
0.009
-0.2535
-0.0014
0.4
1.849
1.012
-3.727
0.009
-2.5082
-1.1526
0
-12.528
5.947
18.225
-0.0241
4.7817
1.2926
0.2
-12.507
5.947
18.225
-0.0241
1.1368
0.5727
0.4
-12.485
5.947
18.225
-0.0241
0.4919
-0.1095
0
-12.528
1.012
18.225
-0.0241
-0.9988
1.2926
0.2
-12.507
1.012
18.225
-0.0241
-0.2535
0.5727
0.4
-12.485
1.012
18.225
-0.0241
-2.5082
-0.1095
0
-12.528
5.947
-3.727
-0.0241
4.7817
0.201
0.2
-12.507
5.947
-3.727
-0.0241
1.1368
-0.0014
0.4
-12.485
5.947
-3.727
-0.0241
0.4919
-1.1526
0
-12.528
1.012
-3.727
-0.0241
-0.9988
0.201
0.2
-12.507
1.012
-3.727
-0.0241
-0.2535
-0.0014
0.4
-12.485
1.012
-3.727
-0.0241
-2.5082
-1.1526
0
3.454
6.242
14.898
0.005
3.9378
1.298
0.2
3.475
6.242
14.898
0.005
0.9581
0.1294
0.4
3.496
6.242
14.898
0.005
0.8475
-0.1923
Frame
Combo
131
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
131
131
131
131
131
131
131
131
131
131
131
131
131
131
131
131
131
131
131
131
Station
m
0
Table: Design Forces For Columns
P
V2
V3
KN
KN
KN
3.454
0.995
14.898
T
KN-m
0.005
M2
KN-m
-1.6402
M3
KN-m
1.298
0.2
3.475
0.995
14.898
0.005
-0.4271
0.1294
0.4
3.496
0.995
14.898
0.005
-2.0215
-0.1923
0
3.454
6.242
-6.219
0.005
3.9378
0.1834
0.2
3.475
6.242
-6.219
0.005
0.9581
-0.5633
0.4
3.496
6.242
-6.219
0.005
0.8475
-1.3702
0
3.454
0.995
-6.219
0.005
-1.6402
0.1834
0.2
3.475
0.995
-6.219
0.005
-0.4271
-0.5633
0.4
3.496
0.995
-6.219
0.005
-2.0215
-1.3702
0
-10.28
6.242
14.898
-0.0625
3.9378
1.298
0.2
-10.258
6.242
14.898
-0.0625
0.9581
0.1294
0.4
-10.237
6.242
14.898
-0.0625
0.8475
-0.1923
0
-10.28
0.995
14.898
-0.0625
-1.6402
1.298
0.2
-10.258
0.995
14.898
-0.0625
-0.4271
0.1294
0.4
-10.237
0.995
14.898
-0.0625
-2.0215
-0.1923
0
-10.28
6.242
-6.219
-0.0625
3.9378
0.1834
0.2
-10.258
6.242
-6.219
-0.0625
0.9581
-0.5633
0.4
-10.237
6.242
-6.219
-0.0625
0.8475
-1.3702
0
-10.28
0.995
-6.219
-0.0625
-1.6402
0.1834
0.2
-10.258
0.995
-6.219
-0.0625
-0.4271
-0.5633
0.4
-10.237
0.995
-6.219
-0.0625
-2.0215
-1.3702
Table: Element Joint Forces - Frames, Part 1 of 2
Frame
Joint
3
5
3
3
3
5
3
3
4
3
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
0.346
7.272
TE
ENVOLVEN
Max
-0.065
2.467
TE
ENVOLVEN
Min
0.065
-2.467
TE
ENVOLVEN
Min
-0.346
-7.272
TE
ENVOLVEN
Max
0.183
4.518
TE
F3
KN
23.65
M1
KN-m
8.403E-05
M2
KN-m
0.1219
1.385
4.4413
0.5009
-1.068
-0.001
0.0556
-23.333
-13.0891
0.0621
8.168
30.6976
0.354
Frame
Joint
4
6
4
3
4
6
5
6
5
7
5
6
5
7
12
3
12
14
12
3
12
14
13
14
13
15
13
14
13
15
14
15
14
16
14
15
14
16
15
16
15
11
15
16
15
11
16
11
16
20
16
11
16
20
18
16
18
19
18
16
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
-0.016
6.706
TE
ENVOLVEN
Min
0.016
-6.706
TE
ENVOLVEN
Min
-0.183
-4.518
TE
ENVOLVEN
Max
0.183
4.518
TE
ENVOLVEN
Max
-0.016
6.706
TE
ENVOLVEN
Min
0.016
-6.706
TE
ENVOLVEN
Min
-0.183
-4.518
TE
ENVOLVEN
Max
0.198
2.917
TE
ENVOLVEN
Max
0.475
0.626
TE
ENVOLVEN
Min
-0.475
-0.626
TE
ENVOLVEN
Min
-0.198
-2.917
TE
ENVOLVEN
Max
0.204
2.534
TE
ENVOLVEN
Max
0.061
3.592
TE
ENVOLVEN
Min
-0.061
-3.592
TE
ENVOLVEN
Min
-0.204
-2.534
TE
ENVOLVEN
Max
0.238
3.231
TE
ENVOLVEN
Max
0.179
6.238
TE
ENVOLVEN
Min
-0.179
-6.238
TE
ENVOLVEN
Min
-0.238
-3.231
TE
ENVOLVEN
Max
0.614
4.272
TE
ENVOLVEN
Max
-0.031
6.675
TE
ENVOLVEN
Min
0.031
-6.675
TE
ENVOLVEN
Min
-0.614
-4.272
TE
ENVOLVEN
Max
2.266
1.065
TE
ENVOLVEN
Max
0.333
17.517
TE
ENVOLVEN
Min
-0.333
-17.517
TE
ENVOLVEN
Min
-2.266
-1.065
TE
ENVOLVEN
Max
6.58
2.007
TE
ENVOLVEN
Max
-1.144
19.143
TE
ENVOLVEN
Min
1.144
-19.143
TE
F3
KN
1.129
M1
KN-m
4.6119
M2
KN-m
0.1697
-0.635
-17.2635
0.041
-7.674
-11.9203
0.0044
7.674
11.9203
-0.0044
1.182
3.2898
0.2235
-1.129
-4.6119
-0.1697
-7.621
-9.9515
0.0093
16.644
12.6604
0.2932
3.075
20.9358
-0.0149
-2.856
-17.1965
-0.0735
-16.425
-6.7467
-0.0797
12.859
7.3632
0.0743
4.846
23.5266
0.0346
-4.627
-22.4504
-0.11
-12.64
-3.7517
-0.0527
7.655
4.0948
0.094
6.99
22.537
0.0378
-6.771
-25.5849
-0.1401
-7.436
-1.742
-0.0184
2.283
1.8749
-0.0175
11.904
17.7148
0.1
-11.685
-24.902
-0.3103
-2.064
-0.9107
-0.0627
12.802
4.4714
0.0633
0.145
2.5354
1.1577
-0.103
-0.3109
-0.2512
-12.759
-0.115
-0.1966
13.416
4.97
1.5324
0.747
2.6872
1.2407
-0.704
-0.5509
0.2455
Frame
Joint
18
19
20
15
20
18
20
15
20
18
22
14
22
17
22
14
22
17
24
7
24
21
24
7
24
21
25
21
25
22
25
21
25
22
26
22
26
23
26
22
26
23
27
23
27
24
27
23
27
24
28
24
28
13
28
24
28
13
29
8
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-6.58
-2.007
TE
ENVOLVEN
Max
5.947
3.727
TE
ENVOLVEN
Max
-1.012
18.225
TE
ENVOLVEN
Min
1.012
-18.225
TE
ENVOLVEN
Min
-5.947
-3.727
TE
ENVOLVEN
Max
6.242
6.088
TE
ENVOLVEN
Max
-0.995
14.898
TE
ENVOLVEN
Min
0.995
-14.898
TE
ENVOLVEN
Min
-6.242
-6.088
TE
ENVOLVEN
Max
0.012
1.37
TE
ENVOLVEN
Max
-0.005613
2.08
TE
ENVOLVEN
Min
0.005613
-2.08
TE
ENVOLVEN
Min
-0.012
-1.37
TE
ENVOLVEN
Max
0.017
1.109
TE
ENVOLVEN
Max
-0.007809
1.823
TE
ENVOLVEN
Min
0.007809
-1.823
TE
ENVOLVEN
Min
-0.017
-1.109
TE
ENVOLVEN
Max
0.017
0.842
TE
ENVOLVEN
Max
-0.005701
1.559
TE
ENVOLVEN
Min
0.005701
-1.559
TE
ENVOLVEN
Min
-0.017
-0.842
TE
ENVOLVEN
Max
0.022
0.569
TE
ENVOLVEN
Max
0.0009274
1.287
TE
ENVOLVEN
Min
-0.0009274
-1.287
TE
ENVOLVEN
Min
-0.022
-0.569
TE
ENVOLVEN
Max
0.055
0.29
TE
ENVOLVEN
Max
0.017
1.005
TE
ENVOLVEN
Min
-0.017
-1.005
TE
ENVOLVEN
Min
-0.055
-0.29
TE
ENVOLVEN
Max
0.148
0.294
TE
F3
KN
-13.374
M1
KN-m
-0.2521
M2
KN-m
0.0899
12.528
4.7817
1.2475
1.849
2.5082
1.2822
-1.807
-0.9988
0.201
-12.485
-0.4919
0.2037
10.272
3.9378
1.3882
3.501
2.0215
1.3289
-3.459
-1.6243
0.1915
-10.23
-0.8348
0.1075
4.921
11.721
0.0119
2.094
2.0481
0.0146
-1.969
-3.7206
-0.0123
-4.796
-7.9874
-0.0102
3.998
7.9874
0.0055
1.508
0.8279
0.006
-1.384
-2.0481
-0.0038
-3.873
-4.9315
-0.0017
3.055
4.9315
0.0052
0.909
0.0706
0.0057
-0.784
-0.8279
-0.004
-2.93
-2.568
-0.0013
2.085
2.568
0.0045
0.292
-0.2104
0.0035
-0.167
-0.0705
-0.0033
-1.96
-0.9168
0.0002651
1.087
0.9167
0.0049
-0.346
4.123E-05
0.0079
0.471
0.2104
-0.0024
-0.962
-6.763E-05
-0.0015
0.06
1.911E-05
0.004
Frame
Joint
29
25
29
8
29
25
30
25
30
7
30
25
30
7
31
20
31
26
31
20
31
26
32
26
32
16
32
26
32
16
33
19
33
27
33
19
33
27
34
27
34
15
34
27
34
15
35
18
35
28
35
18
35
28
36
28
36
14
36
28
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
0.097
0.02
TE
ENVOLVEN
Min
-0.097
-0.02
TE
ENVOLVEN
Min
-0.148
-0.294
TE
ENVOLVEN
Max
0.011
0.436
TE
ENVOLVEN
Max
0.027
0.168
TE
ENVOLVEN
Min
-0.027
-0.168
TE
ENVOLVEN
Min
-0.011
-0.436
TE
ENVOLVEN
Max
2.266
1.065
TE
ENVOLVEN
Max
0.333
17.517
TE
ENVOLVEN
Min
-0.333
-17.517
TE
ENVOLVEN
Min
-2.266
-1.065
TE
ENVOLVEN
Max
7.126
0.647
TE
ENVOLVEN
Max
-1.193
17.658
TE
ENVOLVEN
Min
1.193
-17.658
TE
ENVOLVEN
Min
-7.126
-0.647
TE
ENVOLVEN
Max
6.58
2.007
TE
ENVOLVEN
Max
-1.144
19.143
TE
ENVOLVEN
Min
1.144
-19.143
TE
ENVOLVEN
Min
-6.58
-2.007
TE
ENVOLVEN
Max
5.958
2.115
TE
ENVOLVEN
Max
-1.035
18.716
TE
ENVOLVEN
Min
1.035
-18.716
TE
ENVOLVEN
Min
-5.958
-2.115
TE
ENVOLVEN
Max
5.947
3.727
TE
ENVOLVEN
Max
-1.012
18.225
TE
ENVOLVEN
Min
1.012
-18.225
TE
ENVOLVEN
Min
-5.947
-3.727
TE
ENVOLVEN
Max
6.646
5.383
TE
ENVOLVEN
Max
-1.033
17.031
TE
ENVOLVEN
Min
1.033
-17.031
TE
F3
KN
0.79
M1
KN-m
-0.0038
M2
KN-m
0.0181
-0.664
-1.909E-05
-0.0006857
0.066
-0.548
-0.014
0.664
0.548
0.01
1.731
0.4383
0.0108
-1.605
0.0038
-0.0096
-0.537
-1.777
-0.0136
12.759
0.115
0.1966
0.179
-0.0899
1.2143
-0.145
-2.5354
-1.1577
-12.726
-1.108
-0.205
7.012
1.1095
1.4221
3.307
0.418
-0.1162
-3.273
0.1035
0.2337
-6.979
-2.6049
-1.3324
13.374
0.2521
-0.0899
0.78
-0.0589
1.3478
-0.747
-2.6872
-1.2407
-13.34
-1.1071
0.1756
7.737
1.1074
1.4173
4.138
0.7074
-0.0636
-4.104
0.0588
0.1626
-7.703
-2.7234
-1.332
12.485
0.4919
-0.2037
1.883
0.0097
1.3822
-1.849
-2.5082
-1.2822
-12.452
-1.0318
0.229
7.185
1.0306
1.5028
5.728
1.2406
-0.1233
-5.694
-0.0237
0.2114
Frame
Joint
36
14
37
17
37
29
37
17
37
29
38
29
38
3
38
29
38
3
39
31
39
30
39
31
39
30
40
30
40
32
40
30
40
32
41
32
41
33
41
32
41
33
42
35
42
127
42
35
42
127
42
127
42
36
42
127
42
36
43
30
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-6.646
-5.383
TE
ENVOLVEN
Max
6.242
6.088
TE
ENVOLVEN
Max
-0.995
14.898
TE
ENVOLVEN
Min
0.995
-14.898
TE
ENVOLVEN
Min
-6.242
-6.088
TE
ENVOLVEN
Max
2.29
9.642
TE
ENVOLVEN
Max
0.074
13.961
TE
ENVOLVEN
Min
-0.074
-13.961
TE
ENVOLVEN
Min
-2.29
-9.642
TE
ENVOLVEN
Max
0.135
7.765
TE
ENVOLVEN
Max
0.208
1.05
TE
ENVOLVEN
Min
-0.208
-1.05
TE
ENVOLVEN
Min
-0.135
-7.765
TE
ENVOLVEN
Max
0.085
2.602
TE
ENVOLVEN
Max
0.107
1.569
TE
ENVOLVEN
Min
-0.107
-1.569
TE
ENVOLVEN
Min
-0.085
-2.602
TE
ENVOLVEN
Max
0.085
2.602
TE
ENVOLVEN
Max
0.107
1.569
TE
ENVOLVEN
Min
-0.107
-1.569
TE
ENVOLVEN
Min
-0.085
-2.602
TE
ENVOLVEN
Max
2.195
7.138
TE
ENVOLVEN
Max
2.311
8.623
TE
ENVOLVEN
Min
-2.311
-8.623
TE
ENVOLVEN
Min
-2.195
-7.138
TE
ENVOLVEN
Max
0.049
7.119
TE
ENVOLVEN
Max
0.051
8.659
TE
ENVOLVEN
Min
-0.051
-8.659
TE
ENVOLVEN
Min
-0.049
-7.119
TE
ENVOLVEN
Max
0.33
-1.228
TE
F3
KN
-7.151
M1
KN-m
-2.454
M2
KN-m
-1.4097
10.23
0.8348
-0.1075
3.535
0.14
1.436
-3.501
-2.0215
-1.3289
-10.196
-0.9228
0.1941
6.478
0.919
1.0889
8.301
2.1479
-0.0556
-8.267
-0.1562
0.0964
-6.445
-2.2216
-1.0735
55.208
-0.0008121
0.0406
-12.972
1.8955
0.2032
13.211
-0.0099
-0.0817
-54.89
-13.9688
-0.2922
22.121
24.8021
0.1664
8.873
10.1664
0.0727
-8.379
-17.4529
-0.2134
-21.627
-20.7891
-0.0861
21.627
20.7891
0.0861
8.926
9.4556
0.0983
-8.873
-10.1664
-0.0727
-21.574
-20.4307
-0.1182
-4.388
-5.2718
0.3767
27.728
17.8764
0.3484
-27.616
-28.9451
-0.3484
4.501
3.3479
-0.3767
-8.336
-3.3511
4.366E-16
44.783
6.242E-15
7.51E-16
-44.671
-17.8907
-7.51E-16
8.42
-6.015E-15
-4.366E-16
38.083
14.9651
0.2421
Frame
Joint
43
38
43
30
43
38
44
38
44
39
44
38
44
39
45
39
45
40
45
39
45
40
46
40
46
35
46
40
46
35
47
35
47
44
47
35
47
44
48
40
48
43
48
40
48
43
49
39
49
42
49
39
49
42
50
38
50
41
50
38
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
0.466
8.537
TE
ENVOLVEN
Min
-0.466
-8.537
TE
ENVOLVEN
Min
-0.33
1.228
TE
ENVOLVEN
Max
0.28
-4.184
TE
ENVOLVEN
Max
0.078
18.789
TE
ENVOLVEN
Min
-0.078
-18.789
TE
ENVOLVEN
Min
-0.28
4.184
TE
ENVOLVEN
Max
0.348
-4.412
TE
ENVOLVEN
Max
0.219
22.051
TE
ENVOLVEN
Min
-0.219
-22.051
TE
ENVOLVEN
Min
-0.348
4.412
TE
ENVOLVEN
Max
0.314
-2.634
TE
ENVOLVEN
Max
0.516
20.44
TE
ENVOLVEN
Min
-0.516
-20.44
TE
ENVOLVEN
Min
-0.314
2.634
TE
ENVOLVEN
Max
1.901
-4.03
TE
ENVOLVEN
Max
2
22.354
TE
ENVOLVEN
Min
-2
-22.354
TE
ENVOLVEN
Min
-1.901
4.03
TE
ENVOLVEN
Max
3.857
-4.457
TE
ENVOLVEN
Max
4.773
24.897
TE
ENVOLVEN
Min
-4.773
-24.897
TE
ENVOLVEN
Min
-3.857
4.457
TE
ENVOLVEN
Max
3.653
-0.855
TE
ENVOLVEN
Max
4.025
22.029
TE
ENVOLVEN
Min
-4.025
-22.029
TE
ENVOLVEN
Min
-3.653
0.855
TE
ENVOLVEN
Max
3.747
4.64
TE
ENVOLVEN
Max
4.183
13.587
TE
ENVOLVEN
Min
-4.183
-13.587
TE
F3
KN
-4.577
M1
KN-m
26.9004
M2
KN-m
0.065
4.741
-13.509
-0.2036
-37.864
-0.0202
-0.0494
29.008
0.652
0.0684
-1.75
34.1367
0.057
1.914
-28.5833
-0.1786
-28.789
6.2331
-0.0375
16.749
-6.7473
0.1365
1.785
32.9003
0.007
-1.621
-37.051
-0.1552
-16.53
6.1525
-0.0414
3.033
-6.8451
0.3275
8.387
23.4487
0.1205
-8.168
-36.5887
-0.2093
-2.814
4.2923
-0.142
19.228
5.4964
0.2279
-3.627
3.4454
0.9951
3.659
0.9795
-0.2347
-19.186
0.6324
-1.0279
19.845
6.3232
0.8592
-3.691
3.6358
0.7239
3.722
1.1252
-1.1187
-19.803
0.6577
-0.8459
17.476
5.6789
0.7607
-1.396
3.1329
0.7007
1.439
0.2432
-0.8055
-17.434
0.0989
-0.8262
11.884
3.532
0.792
0.162
1.9028
0.7735
-0.12
-1.2964
-0.8289
Frame
Joint
50
41
51
33
51
45
51
33
51
45
52
45
52
46
52
45
52
46
53
46
53
47
53
46
53
47
54
47
54
48
54
47
54
48
55
48
55
37
55
48
55
37
56
34
56
49
56
34
56
49
57
49
57
33
57
49
57
33
58
44
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-3.747
-4.64
TE
ENVOLVEN
Max
0.003697
2.273
TE
ENVOLVEN
Max
0.003963
3.295
TE
ENVOLVEN
Min
-0.003963
-3.295
TE
ENVOLVEN
Min
-0.003697
-2.273
TE
ENVOLVEN
Max
0.002382
1.553
TE
ENVOLVEN
Max
0.004894
2.569
TE
ENVOLVEN
Min
-0.004894
-2.569
TE
ENVOLVEN
Min
-0.002382
-1.553
TE
ENVOLVEN
Max
0.0021
0.844
TE
ENVOLVEN
Max
0.002781
1.859
TE
ENVOLVEN
Min
-0.002781
-1.859
TE
ENVOLVEN
Min
-0.0021
-0.844
TE
ENVOLVEN
Max
0.007578
0.15
TE
ENVOLVEN
Max
0.015
1.169
TE
ENVOLVEN
Min
-0.015
-1.169
TE
ENVOLVEN
Min
-0.007578
-0.15
TE
ENVOLVEN
Max
0.044
-0.355
TE
ENVOLVEN
Max
0.025
0.543
TE
ENVOLVEN
Min
-0.025
-0.543
TE
ENVOLVEN
Min
-0.044
0.355
TE
ENVOLVEN
Max
0.024
0.148
TE
ENVOLVEN
Max
0.009924
0.235
TE
ENVOLVEN
Min
-0.009924
-0.235
TE
ENVOLVEN
Min
-0.024
-0.148
TE
ENVOLVEN
Max
0.01
0.408
TE
ENVOLVEN
Max
0.026
0.459
TE
ENVOLVEN
Min
-0.026
-0.459
TE
ENVOLVEN
Min
-0.01
-0.408
TE
ENVOLVEN
Max
1.901
-4.03
TE
F3
KN
-11.842
M1
KN-m
-0.5598
M2
KN-m
-0.8915
11.462
24.9812
0.0015
6.882
6.4547
0.0012
-6.757
-11.5467
-0.0019
-11.337
-16.5871
-0.0008586
9.119
16.5871
0.0016
5.012
2.7811
0.0016
-4.888
-6.4547
-0.0026
-8.994
-9.9299
-0.0012
6.821
9.93
0.0015
3.175
0.5013
0.0018
-3.051
-2.7811
-0.0024
-6.696
-4.9761
-0.0011
4.58
4.9762
0.0013
1.379
-0.415
0.0005327
-1.254
-0.5014
-0.0023
-4.455
-1.6821
-0.0013
2.404
1.6821
0.0008588
-0.374
5.956E-05
0.01
0.499
0.415
-0.0001895
-2.279
-3.684E-05
-0.0062
0.536
1.485E-05
0.0018
2.068
0.3131
0.0023
-1.942
-1.529E-05
-0.0009292
-0.41
-1.373
-0.0012
2.533
1.373
0.0039
4.547
2.1017
0.0023
-4.421
-0.3132
-0.0054
-2.407
-4.5601
-0.0031
19.186
-0.6324
1.0279
Frame
Joint
58
50
58
44
58
50
59
50
59
40
59
50
59
40
60
43
60
51
60
43
60
51
61
51
61
39
61
51
61
39
62
42
62
52
62
42
62
52
63
52
63
38
63
52
63
38
64
41
64
53
64
41
64
53
65
53
65
30
65
53
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
2
22.354
TE
ENVOLVEN
Min
-2
-22.354
TE
ENVOLVEN
Min
-1.901
4.03
TE
ENVOLVEN
Max
4.127
-3.774
TE
ENVOLVEN
Max
5.317
21.172
TE
ENVOLVEN
Min
-5.317
-21.172
TE
ENVOLVEN
Min
-4.127
3.774
TE
ENVOLVEN
Max
3.857
-4.457
TE
ENVOLVEN
Max
4.773
24.897
TE
ENVOLVEN
Min
-4.773
-24.897
TE
ENVOLVEN
Min
-3.857
4.457
TE
ENVOLVEN
Max
3.607
-4.342
TE
ENVOLVEN
Max
4.029
24.397
TE
ENVOLVEN
Min
-4.029
-24.397
TE
ENVOLVEN
Min
-3.607
4.342
TE
ENVOLVEN
Max
3.653
-0.855
TE
ENVOLVEN
Max
4.025
22.029
TE
ENVOLVEN
Min
-4.025
-22.029
TE
ENVOLVEN
Min
-3.653
0.855
TE
ENVOLVEN
Max
3.945
-2.145
TE
ENVOLVEN
Max
4.273
23.839
TE
ENVOLVEN
Min
-4.273
-23.839
TE
ENVOLVEN
Min
-3.945
2.145
TE
ENVOLVEN
Max
3.747
4.64
TE
ENVOLVEN
Max
4.183
13.587
TE
ENVOLVEN
Min
-4.183
-13.587
TE
ENVOLVEN
Min
-3.747
-4.64
TE
ENVOLVEN
Max
1.296
1.683
TE
ENVOLVEN
Max
0.167
17.517
TE
ENVOLVEN
Min
-0.167
-17.517
TE
F3
KN
-3.602
M1
KN-m
-0.419
M2
KN-m
1.0426
3.627
-3.4454
-0.9951
-19.152
-2.106
-1.0778
3.872
2.0962
0.8075
3.132
0.0313
0.8874
-3.098
0.4169
-1.0034
-3.838
-2.6347
-0.7139
19.803
-0.6577
0.8459
-3.665
-0.4032
0.7802
3.691
-3.6358
-0.7239
-19.769
-2.0486
-0.9096
4.663
2.0482
0.8224
3.681
0.3272
0.8823
-3.647
0.4031
-0.9168
-4.629
-2.7646
-0.8416
17.434
-0.0989
0.8262
-1.363
-0.3194
0.792
1.396
-3.1329
-0.7007
-17.4
-1.8681
-0.9049
5.622
1.8775
0.8122
6.726
1.0648
0.9094
-6.693
0.3259
-0.8924
-5.588
-2.1295
-0.7136
11.842
0.5598
0.8915
0.195
-0.2842
0.8005
-0.162
-1.9028
-0.7735
-11.808
-1.5268
-0.9515
3.594
1.5416
0.6137
13.702
3.3573
0.7783
-13.669
0.2877
-0.7721
Frame
Joint
65
30
66
55
66
54
66
55
66
54
67
54
67
56
67
54
67
56
68
56
68
57
68
56
68
57
69
59
69
128
69
59
69
128
69
128
69
60
69
128
69
60
70
54
70
62
70
54
70
62
71
62
71
63
71
62
71
63
72
63
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-1.296
-1.683
TE
ENVOLVEN
Max
0.184
7.732
TE
ENVOLVEN
Max
0.184
0.972
TE
ENVOLVEN
Min
-0.184
-0.972
TE
ENVOLVEN
Min
-0.184
-7.732
TE
ENVOLVEN
Max
0.074
2.653
TE
ENVOLVEN
Max
0.074
1.064
TE
ENVOLVEN
Min
-0.074
-1.064
TE
ENVOLVEN
Min
-0.074
-2.653
TE
ENVOLVEN
Max
0.074
2.653
TE
ENVOLVEN
Max
0.074
1.064
TE
ENVOLVEN
Min
-0.074
-1.064
TE
ENVOLVEN
Min
-0.074
-2.653
TE
ENVOLVEN
Max
1.787
7.758
TE
ENVOLVEN
Max
1.803
3.722
TE
ENVOLVEN
Min
-1.803
-3.722
TE
ENVOLVEN
Min
-1.787
-7.758
TE
ENVOLVEN
Max
0.05
7.671
TE
ENVOLVEN
Max
0.05
3.819
TE
ENVOLVEN
Min
-0.05
-3.819
TE
ENVOLVEN
Min
-0.05
-7.671
TE
ENVOLVEN
Max
0.451
3.911
TE
ENVOLVEN
Max
0.246
3.796
TE
ENVOLVEN
Min
-0.246
-3.796
TE
ENVOLVEN
Min
-0.451
-3.911
TE
ENVOLVEN
Max
0.067
-2.434
TE
ENVOLVEN
Max
0.154
10.722
TE
ENVOLVEN
Min
-0.154
-10.722
TE
ENVOLVEN
Min
-0.067
2.434
TE
ENVOLVEN
Max
0.222
-3.589
TE
F3
KN
-3.569
M1
KN-m
-1.4128
M2
KN-m
-0.5974
48.905
0.0046
0.0624
-11.309
1.7475
0.2682
11.547
0.0007468
-0.0624
-48.587
-13.9224
-0.2682
21.417
24.0154
0.1628
7.273
10.6343
0.0458
-6.78
-18.0624
-0.1628
-20.923
-21.9393
-0.0458
20.923
21.9393
0.0458
7.326
9.8385
0.0682
-7.273
-10.6343
-0.0458
-20.87
-21.7168
-0.0682
-5.167
-5.3347
0.2978
29.273
17.2443
0.2956
-29.16
-28.9309
-0.2956
5.251
3.2511
-0.2978
-8.086
-3.2512
5.153E-16
43.17
4.275E-14
1.1E-16
-43.058
-17.2455
-1.1E-16
8.17
-1.978E-14
-5.153E-16
31.47
16.1971
0.1541
-4.054
25.214
0.0419
4.218
-13.3728
-0.2443
-31.25
-0.9279
-0.0438
23.815
1.5645
0.1263
-1.398
33.363
0.0227
1.562
-26.8113
-0.0526
-23.596
6.1414
-0.0576
12.869
-6.6591
0.1788
Frame
Joint
72
64
72
63
72
64
73
64
73
59
73
64
73
59
74
59
74
68
74
59
74
68
75
64
75
67
75
64
75
67
76
63
76
66
76
63
76
66
77
62
77
65
77
62
77
65
78
57
78
69
78
57
78
69
79
69
79
70
79
69
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
0.354
15.517
TE
ENVOLVEN
Min
-0.354
-15.517
TE
ENVOLVEN
Min
-0.222
3.589
TE
ENVOLVEN
Max
0.284
-2.705
TE
ENVOLVEN
Max
0.284
16.419
TE
ENVOLVEN
Min
-0.284
-16.419
TE
ENVOLVEN
Min
-0.284
2.705
TE
ENVOLVEN
Max
1.695
-4.112
TE
ENVOLVEN
Max
1.687
22.503
TE
ENVOLVEN
Min
-1.687
-22.503
TE
ENVOLVEN
Min
-1.695
4.112
TE
ENVOLVEN
Max
3.499
-4.615
TE
ENVOLVEN
Max
3.499
25.358
TE
ENVOLVEN
Min
-3.499
-25.358
TE
ENVOLVEN
Min
-3.499
4.615
TE
ENVOLVEN
Max
3.178
-1.516
TE
ENVOLVEN
Max
3.178
22.419
TE
ENVOLVEN
Min
-3.178
-22.419
TE
ENVOLVEN
Min
-3.178
1.516
TE
ENVOLVEN
Max
3.339
4.12
TE
ENVOLVEN
Max
3.339
13.742
TE
ENVOLVEN
Min
-3.339
-13.742
TE
ENVOLVEN
Min
-3.339
-4.12
TE
ENVOLVEN
Max
0.00331
2.237
TE
ENVOLVEN
Max
0.00331
2.938
TE
ENVOLVEN
Min
-0.00331
-2.938
TE
ENVOLVEN
Min
-0.00331
-2.237
TE
ENVOLVEN
Max
0.0009848
1.625
TE
ENVOLVEN
Max
0.0009848
2.326
TE
ENVOLVEN
Min
-0.0009848
-2.326
TE
F3
KN
1.931
M1
KN-m
32.7898
M2
KN-m
0.042
-1.767
-36.2618
-0.1418
-12.65
6.1999
-0.0194
1.265
-6.897
0.1521
10.213
23.3704
0.1069
-9.994
-36.4657
-0.1519
-1.046
4.3286
-0.1036
18.947
5.5605
0.1887
-3.603
3.4405
0.8721
3.634
1.0062
-0.1942
-18.905
0.6386
-0.8635
19.772
6.4698
0.7931
-3.714
3.6733
0.7829
3.746
1.172
-0.7931
-19.73
0.6739
-0.7763
17.183
5.8145
0.6412
-1.574
3.1529
0.7826
1.616
0.4309
-0.6642
-17.141
0.1754
-0.6299
11.388
3.5954
0.7375
0.262
1.9015
0.7262
-0.22
-1.171
-0.6647
-11.345
-0.4769
-0.8016
11.276
25.5335
0.0006677
6.31
6.5721
0.000483
-6.185
-11.2565
-0.0006677
-11.151
-17.3609
-0.000483
9.263
17.361
0.0004913
4.753
3.0711
0.0002902
-4.628
-6.5721
-0.0004913
Frame
Joint
79
70
80
70
80
71
80
70
80
71
81
71
81
72
81
71
81
72
82
72
82
61
82
72
82
61
83
58
83
73
83
58
83
73
84
73
84
57
84
73
84
57
85
68
85
74
85
68
85
74
86
74
86
64
86
74
86
64
87
67
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-0.0009848
-1.625
TE
ENVOLVEN
Max
3.198E-05
0.998
TE
ENVOLVEN
Max
3.198E-05
1.696
TE
ENVOLVEN
Min
-3.198E-05
-1.696
TE
ENVOLVEN
Min
-3.198E-05
-0.998
TE
ENVOLVEN
Max
0.0004289
0.355
TE
ENVOLVEN
Max
0.0004134
1.043
TE
ENVOLVEN
Min
-0.0004134
-1.043
TE
ENVOLVEN
Min
-0.0004289
-0.355
TE
ENVOLVEN
Max
0.001921
-0.263
TE
ENVOLVEN
Max
0.001856
0.408
TE
ENVOLVEN
Min
-0.001856
-0.408
TE
ENVOLVEN
Min
-0.001921
0.263
TE
ENVOLVEN
Max
0.004459
0.243
TE
ENVOLVEN
Max
0.004314
0.032
TE
ENVOLVEN
Min
-0.004314
-0.032
TE
ENVOLVEN
Min
-0.004459
-0.243
TE
ENVOLVEN
Max
0.00234
0.399
TE
ENVOLVEN
Max
0.002549
0.152
TE
ENVOLVEN
Min
-0.002549
-0.152
TE
ENVOLVEN
Min
-0.00234
-0.399
TE
ENVOLVEN
Max
1.695
-4.112
TE
ENVOLVEN
Max
1.687
22.503
TE
ENVOLVEN
Min
-1.687
-22.503
TE
ENVOLVEN
Min
-1.695
4.112
TE
ENVOLVEN
Max
3.768
-4.573
TE
ENVOLVEN
Max
3.768
24.585
TE
ENVOLVEN
Min
-3.768
-24.585
TE
ENVOLVEN
Min
-3.768
4.573
TE
ENVOLVEN
Max
3.499
-4.615
TE
F3
KN
-9.138
M1
KN-m
-10.677
M2
KN-m
-0.0002902
7.198
10.677
0.0003138
3.156
0.7847
0.0003195
-3.031
-3.0712
-0.0003138
-7.073
-5.522
-0.0003195
5.067
5.522
0.0003281
1.511
-0.2512
0.0003717
-1.386
-0.7847
-0.0003281
-4.942
-1.9452
-0.0003717
2.866
1.9453
0.000355
-0.183
1.635E-05
0.0004458
0.308
0.2512
-0.000355
-2.741
-8.767E-06
-0.0004624
0.293
8.711E-06
0.0003401
1.727
0.1275
0.0005024
-1.601
-7.641E-06
-0.0002942
-0.167
-1.1682
-0.0005024
1.884
1.1682
0.0004276
3.771
1.425
0.0003296
-3.645
-0.1275
-0.0004276
-1.758
-3.8236
-0.000383
18.905
-0.6386
0.8635
-3.577
-0.403
0.9144
3.603
-3.4405
-0.8721
-18.871
-2.0175
-0.9057
4.384
2.0165
0.795
2.08
-0.1798
0.8209
-2.047
0.4028
-0.8013
-4.35
-2.7939
-0.813
19.73
-0.6739
0.7763
Frame
Joint
87
75
87
67
87
75
88
75
88
63
88
75
88
63
89
66
89
76
89
66
89
76
90
76
90
62
90
76
90
62
91
65
91
77
91
65
91
77
92
77
92
54
92
77
92
54
93
79
93
78
93
79
93
78
94
78
94
80
94
78
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
3.499
25.358
TE
ENVOLVEN
Min
-3.499
-25.358
TE
ENVOLVEN
Min
-3.499
4.615
TE
ENVOLVEN
Max
3.202
-5.038
TE
ENVOLVEN
Max
3.202
27.214
TE
ENVOLVEN
Min
-3.202
-27.214
TE
ENVOLVEN
Min
-3.202
5.038
TE
ENVOLVEN
Max
3.178
-1.516
TE
ENVOLVEN
Max
3.178
22.419
TE
ENVOLVEN
Min
-3.178
-22.419
TE
ENVOLVEN
Min
-3.178
1.516
TE
ENVOLVEN
Max
3.407
-1.437
TE
ENVOLVEN
Max
3.407
21.969
TE
ENVOLVEN
Min
-3.407
-21.969
TE
ENVOLVEN
Min
-3.407
1.437
TE
ENVOLVEN
Max
3.339
4.12
TE
ENVOLVEN
Max
3.339
13.742
TE
ENVOLVEN
Min
-3.339
-13.742
TE
ENVOLVEN
Min
-3.339
-4.12
TE
ENVOLVEN
Max
0.366
6.232
TE
ENVOLVEN
Max
0.316
10.759
TE
ENVOLVEN
Min
-0.316
-10.759
TE
ENVOLVEN
Min
-0.366
-6.232
TE
ENVOLVEN
Max
0.208
7.765
TE
ENVOLVEN
Max
0.135
1.12
TE
ENVOLVEN
Min
-0.135
-1.12
TE
ENVOLVEN
Min
-0.208
-7.765
TE
ENVOLVEN
Max
0.107
2.602
TE
ENVOLVEN
Max
0.085
1.569
TE
ENVOLVEN
Min
-0.085
-1.569
TE
F3
KN
-3.689
M1
KN-m
-0.3907
M2
KN-m
0.7912
3.714
-3.6733
-0.7829
-19.696
-1.9762
-0.7861
5.098
1.9766
0.786
2.924
0.1642
0.8631
-2.89
0.3908
-0.8464
-5.064
-2.9157
-0.7655
17.141
-0.1754
0.6299
-1.541
-0.2831
0.7901
1.574
-3.1529
-0.7826
-17.108
-1.745
-0.7093
5.685
1.7465
0.8859
5.634
0.8071
0.6245
-5.6
0.2862
-0.7096
-5.651
-2.1364
-0.905
11.345
0.4769
0.8016
0.296
-0.2489
0.7682
-0.262
-1.9015
-0.7262
-11.312
-1.3659
-0.8056
3.652
1.3667
0.6571
12.792
3.0465
0.6948
-12.758
0.2487
-0.6856
-3.627
-1.4188
-0.6594
55.208
-0.0008121
0.0817
-13.134
2.0231
0.2922
13.372
-0.0099
-0.0406
-54.89
-13.9688
-0.2032
22.121
24.8021
0.2134
8.873
10.1664
0.0861
-8.379
-17.4529
-0.1664
Frame
Joint
94
80
95
80
95
81
95
80
95
81
96
83
96
129
96
83
96
129
96
129
96
84
96
129
96
84
97
78
97
86
97
78
97
86
98
86
98
87
98
86
98
87
99
87
99
88
99
87
99
88
100
88
100
83
100
88
100
83
101
83
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-0.107
-2.602
TE
ENVOLVEN
Max
0.107
2.602
TE
ENVOLVEN
Max
0.085
1.569
TE
ENVOLVEN
Min
-0.085
-1.569
TE
ENVOLVEN
Min
-0.107
-2.602
TE
ENVOLVEN
Max
2.297
7.138
TE
ENVOLVEN
Max
2.226
8.623
TE
ENVOLVEN
Min
-2.226
-8.623
TE
ENVOLVEN
Min
-2.297
-7.138
TE
ENVOLVEN
Max
0.051
7.119
TE
ENVOLVEN
Max
0.049
8.659
TE
ENVOLVEN
Min
-0.049
-8.659
TE
ENVOLVEN
Min
-0.051
-7.119
TE
ENVOLVEN
Max
0.286
-1.228
TE
ENVOLVEN
Max
0.48
8.537
TE
ENVOLVEN
Min
-0.48
-8.537
TE
ENVOLVEN
Min
-0.286
1.228
TE
ENVOLVEN
Max
0.156
-4.209
TE
ENVOLVEN
Max
0.164
18.789
TE
ENVOLVEN
Min
-0.164
-18.789
TE
ENVOLVEN
Min
-0.156
4.209
TE
ENVOLVEN
Max
0.291
-4.412
TE
ENVOLVEN
Max
0.292
22.051
TE
ENVOLVEN
Min
-0.292
-22.051
TE
ENVOLVEN
Min
-0.291
4.412
TE
ENVOLVEN
Max
0.516
-2.634
TE
ENVOLVEN
Max
0.314
20.44
TE
ENVOLVEN
Min
-0.314
-20.44
TE
ENVOLVEN
Min
-0.516
2.634
TE
ENVOLVEN
Max
2.016
-4.098
TE
F3
KN
-21.627
M1
KN-m
-20.7891
M2
KN-m
-0.0727
21.627
20.7891
0.0727
8.926
9.4556
0.1182
-8.873
-10.1664
-0.0861
-21.574
-20.4307
-0.0983
-3.949
-5.3569
0.353
27.728
17.8764
0.3748
-27.616
-28.9451
-0.3748
4.062
3.3905
-0.353
-8.442
-3.3936
4.986E-16
44.783
1.159E-14
1.513E-16
-44.671
-17.8907
-1.513E-16
8.526
-2.274E-14
-4.986E-16
38.083
14.9651
0.2645
-4.577
26.9004
0.0494
4.741
-13.509
-0.1694
-37.864
-0.106
-0.065
29.008
0.7527
0.0918
-1.75
34.1367
0.0684
1.914
-28.5833
-0.1344
-28.789
6.3395
-0.0222
16.749
-6.8632
0.1548
1.785
32.9003
0.0216
-1.621
-37.051
-0.1385
-16.53
6.2404
-0.0269
3.181
-6.9415
0.221
8.387
23.4487
0.1374
-8.168
-36.5887
-0.3174
-2.962
4.3594
-0.1253
19.228
5.4964
0.2374
Frame
Joint
101
92
101
83
101
92
102
88
102
91
102
88
102
91
103
87
103
90
103
87
103
90
104
86
104
89
104
86
104
89
105
81
105
93
105
81
105
93
106
93
106
94
106
93
106
94
107
94
107
95
107
94
107
95
108
95
108
96
108
95
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
1.9
22.354
TE
ENVOLVEN
Min
-1.9
-22.354
TE
ENVOLVEN
Min
-2.016
4.098
TE
ENVOLVEN
Max
4.773
-4.539
TE
ENVOLVEN
Max
3.857
24.897
TE
ENVOLVEN
Min
-3.857
-24.897
TE
ENVOLVEN
Min
-4.773
4.539
TE
ENVOLVEN
Max
4.025
-0.622
TE
ENVOLVEN
Max
3.653
22.029
TE
ENVOLVEN
Min
-3.653
-22.029
TE
ENVOLVEN
Min
-4.025
0.622
TE
ENVOLVEN
Max
4.183
4.64
TE
ENVOLVEN
Max
3.747
13.587
TE
ENVOLVEN
Min
-3.747
-13.587
TE
ENVOLVEN
Min
-4.183
-4.64
TE
ENVOLVEN
Max
0.003963
2.273
TE
ENVOLVEN
Max
0.003697
3.295
TE
ENVOLVEN
Min
-0.003697
-3.295
TE
ENVOLVEN
Min
-0.003963
-2.273
TE
ENVOLVEN
Max
0.004894
1.553
TE
ENVOLVEN
Max
0.002433
2.569
TE
ENVOLVEN
Min
-0.002433
-2.569
TE
ENVOLVEN
Min
-0.004894
-1.553
TE
ENVOLVEN
Max
0.002781
0.844
TE
ENVOLVEN
Max
0.002111
1.859
TE
ENVOLVEN
Min
-0.002111
-1.859
TE
ENVOLVEN
Min
-0.002781
-0.844
TE
ENVOLVEN
Max
0.015
0.149
TE
ENVOLVEN
Max
0.00748
1.169
TE
ENVOLVEN
Min
-0.00748
-1.169
TE
F3
KN
-3.668
M1
KN-m
3.4454
M2
KN-m
1.034
3.7
0.9974
-0.2277
-19.186
0.6417
-0.9972
19.845
6.3232
1.1187
-3.739
3.6358
0.8304
3.771
1.1437
-0.8592
-19.803
0.6688
-0.7284
17.476
5.6789
0.8055
-1.257
3.1329
0.8043
1.299
0.1804
-0.7607
-17.434
0.0683
-0.7226
11.884
3.532
0.8289
0.162
1.9028
0.9111
-0.12
-1.3234
-0.792
-11.842
-0.5598
-0.7358
11.462
24.9812
0.0019
6.882
6.4547
0.0006184
-6.757
-11.5467
-0.0015
-11.337
-16.5871
-0.000975
9.119
16.5871
0.0026
5.012
2.7811
0.0012
-4.888
-6.4547
-0.0016
-8.994
-9.9299
-0.0016
6.821
9.93
0.0024
3.175
0.5013
0.0011
-3.051
-2.7811
-0.0015
-6.696
-4.9761
-0.0018
4.58
4.9762
0.0023
1.379
-0.415
0.0013
-1.254
-0.5014
-0.0013
Frame
Joint
108
96
109
96
109
85
109
96
109
85
110
82
110
97
110
82
110
97
111
97
111
81
111
97
111
81
112
92
112
98
112
92
112
98
113
98
113
88
113
98
113
88
114
91
114
99
114
91
114
99
115
99
115
87
115
99
115
87
116
90
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-0.015
-0.149
TE
ENVOLVEN
Max
0.025
-0.353
TE
ENVOLVEN
Max
0.044
0.545
TE
ENVOLVEN
Min
-0.044
-0.545
TE
ENVOLVEN
Min
-0.025
0.353
TE
ENVOLVEN
Max
0.009007
0.148
TE
ENVOLVEN
Max
0.023
0.235
TE
ENVOLVEN
Min
-0.023
-0.235
TE
ENVOLVEN
Min
-0.009007
-0.148
TE
ENVOLVEN
Max
0.026
0.408
TE
ENVOLVEN
Max
0.011
0.459
TE
ENVOLVEN
Min
-0.011
-0.459
TE
ENVOLVEN
Min
-0.026
-0.408
TE
ENVOLVEN
Max
2.016
-4.098
TE
ENVOLVEN
Max
1.9
22.354
TE
ENVOLVEN
Min
-1.9
-22.354
TE
ENVOLVEN
Min
-2.016
4.098
TE
ENVOLVEN
Max
5.317
-3.847
TE
ENVOLVEN
Max
4.127
21.172
TE
ENVOLVEN
Min
-4.127
-21.172
TE
ENVOLVEN
Min
-5.317
3.847
TE
ENVOLVEN
Max
4.773
-4.539
TE
ENVOLVEN
Max
3.857
24.897
TE
ENVOLVEN
Min
-3.857
-24.897
TE
ENVOLVEN
Min
-4.773
4.539
TE
ENVOLVEN
Max
4.029
-4.426
TE
ENVOLVEN
Max
3.607
24.397
TE
ENVOLVEN
Min
-3.607
-24.397
TE
ENVOLVEN
Min
-4.029
4.426
TE
ENVOLVEN
Max
4.025
-0.622
TE
F3
KN
-4.455
M1
KN-m
-1.6821
M2
KN-m
-0.0004829
2.404
1.6821
0.0002652
-0.374
5.956E-05
0.0062
0.499
0.415
-0.0009345
-2.279
-3.684E-05
-0.01
0.536
1.485E-05
0.0009292
2.068
0.3131
0.0008538
-1.942
-1.529E-05
-0.0018
-0.409
-1.373
-0.002
2.532
1.373
0.0055
4.547
2.1017
0.0031
-4.421
-0.3132
-0.0039
-2.405
-4.5601
-0.0023
19.186
-0.6417
0.9972
-3.643
-0.4211
1.0844
3.668
-3.4454
-1.034
-19.152
-2.106
-1.0447
3.872
2.0962
1.0034
3.062
0.0402
0.7212
-3.028
0.419
-0.8075
-3.838
-2.6347
-0.8905
19.803
-0.6688
0.7284
-3.714
-0.4056
0.9096
3.739
-3.6358
-0.8304
-19.769
-2.0486
-0.7802
4.663
2.0482
0.9075
3.974
0.3895
0.7824
-3.94
0.4056
-0.8155
-4.629
-2.7646
-0.9161
17.434
-0.0683
0.7226
Frame
Joint
116
100
116
90
116
100
117
100
117
86
117
100
117
86
118
89
118
101
118
89
118
101
119
101
119
78
119
101
119
78
120
103
120
102
120
103
120
102
121
102
121
104
121
102
121
104
122
104
122
105
122
104
122
105
123
107
123
130
123
107
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
3.653
22.029
TE
ENVOLVEN
Min
-3.653
-22.029
TE
ENVOLVEN
Min
-4.025
0.622
TE
ENVOLVEN
Max
4.273
-1.936
TE
ENVOLVEN
Max
3.945
23.839
TE
ENVOLVEN
Min
-3.945
-23.839
TE
ENVOLVEN
Min
-4.273
1.936
TE
ENVOLVEN
Max
4.183
4.64
TE
ENVOLVEN
Max
3.747
13.587
TE
ENVOLVEN
Min
-3.747
-13.587
TE
ENVOLVEN
Min
-4.183
-4.64
TE
ENVOLVEN
Max
0.167
1.683
TE
ENVOLVEN
Max
1.296
17.517
TE
ENVOLVEN
Min
-1.296
-17.517
TE
ENVOLVEN
Min
-0.167
-1.683
TE
ENVOLVEN
Max
-0.065
7.272
TE
ENVOLVEN
Max
0.346
2.467
TE
ENVOLVEN
Min
-0.346
-2.467
TE
ENVOLVEN
Min
0.065
-7.272
TE
ENVOLVEN
Max
-0.015
4.5
TE
ENVOLVEN
Max
0.183
6.706
TE
ENVOLVEN
Min
-0.183
-6.706
TE
ENVOLVEN
Min
0.015
-4.5
TE
ENVOLVEN
Max
-0.015
4.5
TE
ENVOLVEN
Max
0.183
6.706
TE
ENVOLVEN
Min
-0.183
-6.706
TE
ENVOLVEN
Min
0.015
-4.5
TE
ENVOLVEN
Max
2.056
18.298
TE
ENVOLVEN
Max
0.77
2.707
TE
ENVOLVEN
Min
-0.77
-2.707
TE
F3
KN
-1.223
M1
KN-m
-0.3115
M2
KN-m
0.9049
1.257
-3.1329
-0.8043
-17.4
-1.8681
-0.792
5.534
1.8775
0.8859
6.726
1.0648
0.8438
-6.693
0.3193
-0.8186
-5.5
-2.1001
-0.7791
11.842
0.5598
0.7358
0.195
-0.287
0.949
-0.162
-1.9028
-0.9111
-11.808
-1.5268
-0.8005
3.594
1.5416
0.7834
13.702
3.3573
0.5751
-13.669
0.2903
-0.5946
-3.569
-1.4128
-0.7966
23.65
8.403E-05
-0.0556
1.385
4.4413
-0.0621
-1.068
-0.001
-0.1219
-23.333
-13.0891
-0.5009
8.165
30.6976
-0.041
1.129
4.6122
-0.0017
-0.635
-17.1973
-0.354
-7.671
-11.9203
-0.1697
7.671
11.9203
0.1697
1.182
3.2898
-0.0063
-1.129
-4.6122
0.0017
-7.618
-9.9515
-0.2235
2.168
1.2216
0.1625
24.818
12.2813
0.3124
-24.706
-22.1862
-0.3124
Frame
Joint
123
130
123
130
123
108
123
130
123
108
124
102
124
110
124
102
124
110
125
110
125
111
125
110
125
111
126
111
126
112
126
111
126
112
127
112
127
107
127
112
127
107
128
107
128
116
128
107
128
116
129
112
129
115
129
112
129
115
130
111
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-2.056
-18.298
TE
ENVOLVEN
Max
0.051
18.386
TE
ENVOLVEN
Max
0.049
2.592
TE
ENVOLVEN
Min
-0.049
-2.592
TE
ENVOLVEN
Min
-0.051
-18.386
TE
ENVOLVEN
Max
0.52
2.917
TE
ENVOLVEN
Max
-0.052
0.626
TE
ENVOLVEN
Min
0.052
-0.626
TE
ENVOLVEN
Min
-0.52
-2.917
TE
ENVOLVEN
Max
0.04
2.534
TE
ENVOLVEN
Max
0.225
3.592
TE
ENVOLVEN
Min
-0.225
-3.592
TE
ENVOLVEN
Min
-0.04
-2.534
TE
ENVOLVEN
Max
0.122
3.231
TE
ENVOLVEN
Max
0.411
6.238
TE
ENVOLVEN
Min
-0.411
-6.238
TE
ENVOLVEN
Min
-0.122
-3.231
TE
ENVOLVEN
Max
-0.031
4.272
TE
ENVOLVEN
Max
0.614
6.675
TE
ENVOLVEN
Min
-0.614
-6.675
TE
ENVOLVEN
Min
0.031
-4.272
TE
ENVOLVEN
Max
0.325
1.065
TE
ENVOLVEN
Max
2.263
17.517
TE
ENVOLVEN
Min
-2.263
-17.517
TE
ENVOLVEN
Min
-0.325
-1.065
TE
ENVOLVEN
Max
-1.144
2.007
TE
ENVOLVEN
Max
6.58
19.143
TE
ENVOLVEN
Min
-6.58
-19.143
TE
ENVOLVEN
Min
1.144
-2.007
TE
ENVOLVEN
Max
-1.012
3.727
TE
F3
KN
-2.055
M1
KN-m
-0.3769
M2
KN-m
-0.1625
1.051
0.3979
5.174E-16
30.722
8.64E-15
6.291E-17
-30.61
-12.2665
-6.291E-17
-0.939
-2.547E-14
-5.174E-16
16.644
12.6604
-0.0366
3.075
20.9358
0.0832
-2.856
-17.1965
-0.317
-16.425
-6.7467
0.013
12.859
7.3632
0.1349
4.846
23.5266
0.0193
-4.627
-22.4504
-0.0117
-12.64
-3.7517
-0.0395
7.655
4.0948
0.1886
6.99
22.537
0.0222
-6.771
-25.5849
-0.0721
-7.436
-1.742
-0.0266
2.508
1.8749
0.3103
11.904
17.7148
0.0679
-11.685
-24.902
0.0175
-2.289
-0.9107
-0.1004
12.802
4.4714
0.2445
0.145
2.5354
0.192
-0.103
-0.3109
-0.0621
-12.759
-0.115
-1.1495
13.416
4.97
-0.2455
0.747
2.6872
-0.0727
-0.704
-0.5509
-1.5324
-13.374
-0.2521
-1.2487
12.528
4.7817
-0.201
Frame
Joint
130
114
130
111
130
114
131
110
131
113
131
110
131
113
132
105
132
117
132
105
132
117
133
117
133
118
133
117
133
118
134
118
134
119
134
118
134
119
135
119
135
120
135
119
135
120
136
120
136
109
136
120
136
109
137
106
137
121
137
106
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
5.947
18.225
TE
ENVOLVEN
Min
-5.947
-18.225
TE
ENVOLVEN
Min
1.012
-3.727
TE
ENVOLVEN
Max
-0.995
6.219
TE
ENVOLVEN
Max
6.242
14.898
TE
ENVOLVEN
Min
-6.242
-14.898
TE
ENVOLVEN
Min
0.995
-6.219
TE
ENVOLVEN
Max
-0.005369
1.37
TE
ENVOLVEN
Max
0.013
2.08
TE
ENVOLVEN
Min
-0.013
-2.08
TE
ENVOLVEN
Min
0.005369
-1.37
TE
ENVOLVEN
Max
-0.007809
1.109
TE
ENVOLVEN
Max
0.017
1.823
TE
ENVOLVEN
Min
-0.017
-1.823
TE
ENVOLVEN
Min
0.007809
-1.109
TE
ENVOLVEN
Max
-0.005701
0.842
TE
ENVOLVEN
Max
0.017
1.559
TE
ENVOLVEN
Min
-0.017
-1.559
TE
ENVOLVEN
Min
0.005701
-0.842
TE
ENVOLVEN
Max
0.0009274
0.569
TE
ENVOLVEN
Max
0.022
1.287
TE
ENVOLVEN
Min
-0.022
-1.287
TE
ENVOLVEN
Min
-0.0009274
-0.569
TE
ENVOLVEN
Max
0.017
0.29
TE
ENVOLVEN
Max
0.055
1.005
TE
ENVOLVEN
Min
-0.055
-1.005
TE
ENVOLVEN
Min
-0.017
-0.29
TE
ENVOLVEN
Max
0.097
0.294
TE
ENVOLVEN
Max
0.148
0.02
TE
ENVOLVEN
Min
-0.148
-0.02
TE
F3
KN
1.849
M1
KN-m
2.5082
M2
KN-m
-0.1095
-1.807
-0.9988
-1.2926
-12.485
-0.4919
-1.1526
10.28
3.9378
-0.1834
3.496
2.0215
-0.1923
-3.454
-1.6402
-1.298
-10.237
-0.8475
-1.3702
4.921
11.721
0.0123
2.094
2.0481
0.0102
-1.969
-3.7206
-0.012
-4.796
-7.9874
-0.0146
3.998
7.9874
0.0038
1.508
0.8279
0.0017
-1.384
-2.0481
-0.0055
-3.873
-4.9315
-0.006
3.055
4.9315
0.004
0.909
0.0706
0.0013
-0.784
-0.8279
-0.0052
-2.93
-2.568
-0.0057
2.086
2.568
0.0033
0.292
-0.2104
-0.0002651
-0.167
-0.0705
-0.0045
-1.961
-0.9168
-0.0035
1.088
0.9167
0.0024
-0.346
4.123E-05
0.0015
0.471
0.2104
-0.0049
-0.963
-6.763E-05
-0.0079
0.06
1.911E-05
0.0006353
0.79
-0.0038
0.014
-0.663
-1.909E-05
-0.004
Frame
Joint
137
121
138
121
138
105
138
121
138
105
139
116
139
122
139
116
139
122
140
122
140
112
140
122
140
112
141
115
141
123
141
115
141
123
142
123
142
111
142
123
142
111
143
114
143
124
143
114
143
124
144
124
144
110
144
124
144
110
145
113
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-0.097
-0.294
TE
ENVOLVEN
Max
0.027
0.436
TE
ENVOLVEN
Max
0.011
0.168
TE
ENVOLVEN
Min
-0.011
-0.168
TE
ENVOLVEN
Min
-0.027
-0.436
TE
ENVOLVEN
Max
0.325
1.065
TE
ENVOLVEN
Max
2.263
17.517
TE
ENVOLVEN
Min
-2.263
-17.517
TE
ENVOLVEN
Min
-0.325
-1.065
TE
ENVOLVEN
Max
-1.193
0.647
TE
ENVOLVEN
Max
7.126
17.658
TE
ENVOLVEN
Min
-7.126
-17.658
TE
ENVOLVEN
Min
1.193
-0.647
TE
ENVOLVEN
Max
-1.144
2.007
TE
ENVOLVEN
Max
6.58
19.143
TE
ENVOLVEN
Min
-6.58
-19.143
TE
ENVOLVEN
Min
1.144
-2.007
TE
ENVOLVEN
Max
-1.035
2.115
TE
ENVOLVEN
Max
5.958
18.716
TE
ENVOLVEN
Min
-5.958
-18.716
TE
ENVOLVEN
Min
1.035
-2.115
TE
ENVOLVEN
Max
-1.012
3.727
TE
ENVOLVEN
Max
5.947
18.225
TE
ENVOLVEN
Min
-5.947
-18.225
TE
ENVOLVEN
Min
1.012
-3.727
TE
ENVOLVEN
Max
-1.033
5.383
TE
ENVOLVEN
Max
6.646
17.031
TE
ENVOLVEN
Min
-6.646
-17.031
TE
ENVOLVEN
Min
1.033
-5.383
TE
ENVOLVEN
Max
-0.995
6.219
TE
F3
KN
0.066
M1
KN-m
-0.548
M2
KN-m
-0.0181
0.664
0.548
0.0096
1.73
0.4383
0.0136
-1.604
0.0038
-0.01
-0.537
-1.777
-0.0107
12.759
0.115
1.1495
0.179
-0.0899
0.2001
-0.145
-2.5354
-0.192
-12.726
-1.108
-1.2061
7.107
1.1095
-0.2461
3.979
0.6417
1.3432
-3.946
0.1035
-1.4301
-7.074
-2.6049
0.1334
13.374
0.2521
1.2487
0.78
-0.0589
-0.1597
-0.747
-2.6872
0.0727
-13.34
-1.1071
-1.3578
6.826
1.1074
-0.2251
4.072
0.6873
1.3844
-4.038
0.0588
-1.4667
-6.792
-2.7234
0.1792
12.485
0.4919
1.1526
1.883
0.0097
-0.192
-1.849
-2.5082
0.1095
-12.452
-1.0318
-1.3012
7.465
1.0306
-0.1123
4.741
1.0078
1.1561
-4.707
-0.0237
-1.3198
-7.431
-2.5098
0.0027
10.237
0.8475
1.3702
Frame
Joint
145
125
145
113
145
125
146
125
146
102
146
125
146
102
147
8
147
34
147
8
147
34
148
34
148
58
148
34
148
58
149
58
149
82
149
58
149
82
150
82
150
106
150
82
150
106
151
13
151
37
151
13
151
37
152
37
152
61
152
37
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
6.242
14.898
TE
ENVOLVEN
Min
-6.242
-14.898
TE
ENVOLVEN
Min
0.995
-6.219
TE
ENVOLVEN
Max
0.074
9.642
TE
ENVOLVEN
Max
2.29
13.961
TE
ENVOLVEN
Min
-2.29
-13.961
TE
ENVOLVEN
Min
-0.074
-9.642
TE
ENVOLVEN
Max
0.426
0.072
TE
ENVOLVEN
Max
0.183
0.139
TE
ENVOLVEN
Min
-0.183
-0.066
TE
ENVOLVEN
Min
-0.426
-0.145
TE
ENVOLVEN
Max
0.647
0.12
TE
ENVOLVEN
Max
0.319
0.091
TE
ENVOLVEN
Min
-0.319
-0.121
TE
ENVOLVEN
Min
-0.647
-0.09
TE
ENVOLVEN
Max
0.647
0.091
TE
ENVOLVEN
Max
0.319
0.12
TE
ENVOLVEN
Min
-0.319
-0.09
TE
ENVOLVEN
Min
-0.647
-0.121
TE
ENVOLVEN
Max
0.426
0.139
TE
ENVOLVEN
Max
0.183
0.072
TE
ENVOLVEN
Min
-0.183
-0.145
TE
ENVOLVEN
Min
-0.426
-0.066
TE
ENVOLVEN
Max
0.105
0.158
TE
ENVOLVEN
Max
0.156
0.165
TE
ENVOLVEN
Min
-0.156
-0.165
TE
ENVOLVEN
Min
-0.105
-0.158
TE
ENVOLVEN
Max
0.3
0.135
TE
ENVOLVEN
Max
0.548
0.188
TE
ENVOLVEN
Min
-0.548
-0.123
TE
F3
KN
3.53
M1
KN-m
0.1168
M2
KN-m
-0.2294
-3.496
-2.0215
0.1923
-10.204
-0.9266
-1.4742
6.478
0.9189
-0.1271
8.301
2.1479
1.0824
-8.267
-0.133
-1.1
-6.445
-2.2216
0.0977
0.416
1.909E-05
-0.0009383
0.67
1.911E-05
0.4515
-0.332
-1.911E-05
-0.0024
-0.548
-1.909E-05
-0.3812
0.592
6.123E-06
0.3816
0.494
5.34E-06
0.2756
-0.486
-5.34E-06
-0.452
-0.394
-6.123E-06
-0.2154
0.494
5.34E-06
0.2154
0.592
6.123E-06
0.452
-0.394
-6.123E-06
-0.2757
-0.486
-5.34E-06
-0.3816
0.67
1.911E-05
0.3812
0.416
1.909E-05
0.0024
-0.548
-1.909E-05
-0.4515
-0.332
-1.911E-05
0.0009383
0.533
6.763E-05
-0.0027
0.513
4.123E-05
-0.0014
-0.41
-4.123E-05
-0.005
-0.429
-6.763E-05
-0.0602
0.408
1.035E-05
0.0597
0.638
6.023E-06
0.3806
-0.342
-6.023E-06
0.001
Frame
Joint
152
61
153
61
153
85
153
61
153
85
154
85
154
109
154
85
154
109
155
21
155
45
155
21
155
45
156
45
156
69
156
45
156
69
157
69
157
93
157
69
157
93
158
93
158
117
158
93
158
117
159
22
159
46
159
22
159
46
160
46
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-0.3
-0.201
TE
ENVOLVEN
Max
0.302
0.188
TE
ENVOLVEN
Max
0.548
0.135
TE
ENVOLVEN
Min
-0.548
-0.201
TE
ENVOLVEN
Min
-0.302
-0.123
TE
ENVOLVEN
Max
0.105
0.165
TE
ENVOLVEN
Max
0.156
0.158
TE
ENVOLVEN
Min
-0.156
-0.158
TE
ENVOLVEN
Min
-0.105
-0.165
TE
ENVOLVEN
Max
0.001671
0.262
TE
ENVOLVEN
Max
0.011
0.383
TE
ENVOLVEN
Min
-0.011
-0.257
TE
ENVOLVEN
Min
-0.001671
-0.388
TE
ENVOLVEN
Max
0.007367
0.338
TE
ENVOLVEN
Max
0.015
0.306
TE
ENVOLVEN
Min
-0.015
-0.338
TE
ENVOLVEN
Min
-0.007367
-0.306
TE
ENVOLVEN
Max
0.007367
0.306
TE
ENVOLVEN
Max
0.015
0.338
TE
ENVOLVEN
Min
-0.015
-0.306
TE
ENVOLVEN
Min
-0.007367
-0.338
TE
ENVOLVEN
Max
0.001671
0.383
TE
ENVOLVEN
Max
0.011
0.262
TE
ENVOLVEN
Min
-0.011
-0.388
TE
ENVOLVEN
Min
-0.001671
-0.257
TE
ENVOLVEN
Max
0.002895
0.267
TE
ENVOLVEN
Max
0.0007151
0.378
TE
ENVOLVEN
Min
-0.0007151
-0.264
TE
ENVOLVEN
Min
-0.002895
-0.381
TE
ENVOLVEN
Max
0.001256
0.331
TE
F3
KN
-0.497
M1
KN-m
-1.035E-05
M2
KN-m
-0.3047
0.638
5.675E-06
0.3048
0.408
1.001E-05
-0.0149
-0.497
-1.001E-05
-0.3806
-0.342
-5.675E-06
-0.0459
0.513
4.123E-05
0.0464
0.533
6.763E-05
0.0048
-0.429
-6.763E-05
0.0152
-0.41
-4.123E-05
0.0028
0.798
4.366E-05
0.0048
1.182
3.297E-05
0.6832
-0.71
-3.297E-05
-0.0112
-1.063
-4.366E-05
-0.6225
1.037
7.884E-06
0.6201
0.944
5.761E-06
0.5183
-0.932
-5.761E-06
-0.6801
-0.841
-7.884E-06
-0.4602
0.944
4.167E-06
0.4601
1.037
6.289E-06
0.6801
-0.841
-6.289E-06
-0.5183
-0.932
-4.167E-06
-0.6201
1.182
3.297E-05
0.6225
0.798
4.366E-05
0.0112
-1.063
-4.366E-05
-0.6832
-0.71
-3.297E-05
-0.0048
0.818
5.673E-05
-0.0016
1.163
3.899E-05
0.6094
-0.724
-3.899E-05
-0.0034
-1.05
-5.673E-05
-0.5695
1.01
9.309E-06
0.5692
Frame
Joint
160
70
160
46
160
70
161
70
161
94
161
70
161
94
162
94
162
118
162
94
162
118
163
23
163
47
163
23
163
47
164
47
164
71
164
47
164
71
165
71
165
95
165
71
165
95
166
95
166
119
166
95
166
119
167
24
167
48
167
24
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
0.001117
0.314
TE
ENVOLVEN
Min
-0.001117
-0.329
TE
ENVOLVEN
Min
-0.001256
-0.315
TE
ENVOLVEN
Max
0.001256
0.314
TE
ENVOLVEN
Max
0.001117
0.331
TE
ENVOLVEN
Min
-0.001117
-0.315
TE
ENVOLVEN
Min
-0.001256
-0.329
TE
ENVOLVEN
Max
0.002895
0.378
TE
ENVOLVEN
Max
0.0007327
0.267
TE
ENVOLVEN
Min
-0.0007327
-0.381
TE
ENVOLVEN
Min
-0.002895
-0.264
TE
ENVOLVEN
Max
0.007719
0.273
TE
ENVOLVEN
Max
0.004925
0.372
TE
ENVOLVEN
Min
-0.004925
-0.273
TE
ENVOLVEN
Min
-0.007719
-0.372
TE
ENVOLVEN
Max
0.019
0.323
TE
ENVOLVEN
Max
0.009512
0.322
TE
ENVOLVEN
Min
-0.009512
-0.318
TE
ENVOLVEN
Min
-0.019
-0.327
TE
ENVOLVEN
Max
0.019
0.322
TE
ENVOLVEN
Max
0.00931
0.323
TE
ENVOLVEN
Min
-0.00931
-0.327
TE
ENVOLVEN
Min
-0.019
-0.318
TE
ENVOLVEN
Max
0.007719
0.372
TE
ENVOLVEN
Max
0.004925
0.273
TE
ENVOLVEN
Min
-0.004925
-0.372
TE
ENVOLVEN
Min
-0.007719
-0.273
TE
ENVOLVEN
Max
0.039
0.279
TE
ENVOLVEN
Max
0.054
0.366
TE
ENVOLVEN
Min
-0.054
-0.282
TE
F3
KN
0.971
M1
KN-m
6.114E-06
M2
KN-m
0.54
-0.912
-6.114E-06
-0.6087
-0.862
-9.309E-06
-0.4794
0.971
4.549E-06
0.4794
1.01
7.744E-06
0.6087
-0.862
-7.744E-06
-0.54
-0.912
-4.549E-06
-0.5692
1.163
3.899E-05
0.5695
0.818
5.673E-05
0.0034
-1.05
-5.673E-05
-0.6094
-0.724
-3.899E-05
0.0016
0.845
6.385E-05
-0.0019
1.138
4.123E-05
0.5203
-0.742
-4.123E-05
-0.0032
-1.033
-6.385E-05
-0.5093
0.978
1.004E-05
0.5091
1.005
6.148E-06
0.5661
-0.889
-6.148E-06
-0.5198
-0.886
-1.004E-05
-0.5014
1.005
5.093E-06
0.5014
0.978
8.98E-06
0.5198
-0.886
-8.98E-06
-0.5661
-0.889
-5.093E-06
-0.5091
1.138
4.123E-05
0.5093
0.845
6.385E-05
0.0032
-1.033
-6.385E-05
-0.5203
-0.742
-4.123E-05
0.0019
0.875
6.69E-05
0.0017
1.109
4.143E-05
0.4241
-0.762
-4.143E-05
-0.008
Frame
Joint
167
48
168
48
168
72
168
48
168
72
169
72
169
96
169
72
169
96
170
96
170
120
170
96
170
120
171
25
171
49
171
25
171
49
172
49
172
73
172
49
172
73
173
73
173
97
173
73
173
97
174
97
174
121
174
97
174
121
175
26
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-0.039
-0.363
TE
ENVOLVEN
Max
0.067
0.315
TE
ENVOLVEN
Max
0.111
0.331
TE
ENVOLVEN
Min
-0.111
-0.306
TE
ENVOLVEN
Min
-0.067
-0.339
TE
ENVOLVEN
Max
0.066
0.331
TE
ENVOLVEN
Max
0.111
0.315
TE
ENVOLVEN
Min
-0.111
-0.339
TE
ENVOLVEN
Min
-0.066
-0.306
TE
ENVOLVEN
Max
0.039
0.366
TE
ENVOLVEN
Max
0.054
0.279
TE
ENVOLVEN
Min
-0.054
-0.363
TE
ENVOLVEN
Min
-0.039
-0.282
TE
ENVOLVEN
Max
0.175
0.148
TE
ENVOLVEN
Max
0.108
0.272
TE
ENVOLVEN
Min
-0.108
-0.143
TE
ENVOLVEN
Min
-0.175
-0.278
TE
ENVOLVEN
Max
0.221
0.232
TE
ENVOLVEN
Max
0.115
0.188
TE
ENVOLVEN
Min
-0.115
-0.234
TE
ENVOLVEN
Min
-0.221
-0.187
TE
ENVOLVEN
Max
0.221
0.188
TE
ENVOLVEN
Max
0.118
0.232
TE
ENVOLVEN
Min
-0.118
-0.187
TE
ENVOLVEN
Min
-0.221
-0.234
TE
ENVOLVEN
Max
0.175
0.272
TE
ENVOLVEN
Max
0.108
0.148
TE
ENVOLVEN
Min
-0.108
-0.278
TE
ENVOLVEN
Min
-0.175
-0.143
TE
ENVOLVEN
Max
-0.87
0.417
TE
F3
KN
-1.014
M1
KN-m
-6.69E-05
M2
KN-m
-0.4477
0.943
1.03E-05
0.4467
1.04
6.068E-06
0.5927
-0.865
-6.068E-06
-0.4232
-0.911
-1.03E-05
-0.5228
1.04
5.519E-06
0.5228
0.943
9.755E-06
0.4232
-0.911
-9.755E-06
-0.5927
-0.865
-5.519E-06
-0.4467
1.109
4.143E-05
0.4477
0.875
6.69E-05
0.008
-1.014
-6.69E-05
-0.4241
-0.762
-4.143E-05
-0.0017
0.816
1.983E-05
0.0232
1.249
1.942E-05
0.7891
-0.732
-1.942E-05
-0.0278
-1.127
-1.983E-05
-0.7177
1.106
5.927E-06
0.7143
0.959
5.164E-06
0.5242
-0.999
-5.164E-06
-0.7853
-0.859
-5.927E-06
-0.4662
0.959
5.164E-06
0.4661
1.106
5.927E-06
0.7853
-0.859
-5.927E-06
-0.5242
-0.999
-5.164E-06
-0.7143
1.249
1.942E-05
0.7177
0.816
1.983E-05
0.0278
-1.127
-1.983E-05
-0.7891
-0.732
-1.942E-05
-0.0232
7.053
-0.0004055
-0.0288
Frame
Joint
175
50
175
26
175
50
176
50
176
74
176
50
176
74
177
74
177
98
177
74
177
98
178
98
178
122
178
98
178
122
179
27
179
51
179
27
179
51
180
51
180
75
180
51
180
75
181
75
181
99
181
75
181
99
182
99
182
123
182
99
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
5.508
0.216
TE
ENVOLVEN
Min
-5.508
-0.216
TE
ENVOLVEN
Min
0.87
-0.417
TE
ENVOLVEN
Max
-0.723
-0.17
TE
ENVOLVEN
Max
4.285
1.145
TE
ENVOLVEN
Min
-4.285
-1.145
TE
ENVOLVEN
Min
0.723
0.17
TE
ENVOLVEN
Max
-0.723
1.145
TE
ENVOLVEN
Max
4.285
-0.17
TE
ENVOLVEN
Min
-4.285
0.17
TE
ENVOLVEN
Min
0.723
-1.145
TE
ENVOLVEN
Max
-0.87
0.216
TE
ENVOLVEN
Max
5.508
0.417
TE
ENVOLVEN
Min
-5.508
-0.417
TE
ENVOLVEN
Min
0.87
-0.216
TE
ENVOLVEN
Max
0.914
-0.026
TE
ENVOLVEN
Max
0.574
0.558
TE
ENVOLVEN
Min
-0.574
-0.558
TE
ENVOLVEN
Min
-0.914
0.026
TE
ENVOLVEN
Max
1.045
-0.1
TE
ENVOLVEN
Max
0.173
1.135
TE
ENVOLVEN
Min
-0.173
-1.135
TE
ENVOLVEN
Min
-1.045
0.1
TE
ENVOLVEN
Max
0.559
1.135
TE
ENVOLVEN
Max
0.556
-0.1
TE
ENVOLVEN
Min
-0.556
0.1
TE
ENVOLVEN
Min
-0.559
-1.135
TE
ENVOLVEN
Max
1.445
0.558
TE
ENVOLVEN
Max
0.126
-0.026
TE
ENVOLVEN
Min
-0.126
0.026
TE
F3
KN
8.215
M1
KN-m
0.0139
M2
KN-m
4.9088
1.337
-0.0139
-2.6365
1.687
0.0004055
1.0045
7.582
0.0009306
-0.9648
7.283
0.0023
4.1259
1.551
-0.0023
-4.699
1.489
-0.0009306
0.846
7.283
0.0023
-0.8451
7.582
0.0009306
4.699
1.489
-0.0009306
-4.1259
1.551
-0.0023
0.9648
8.215
0.0139
-1.003
7.052
-0.0004055
2.6362
1.686
0.0004055
-4.9088
1.337
-0.0139
0.0515
7.132
0.000774
-0.3382
8.077
0.0002474
4.7821
1.357
-0.0002474
-2.7651
1.657
-0.000774
0.9767
7.53
0.000431
-0.9352
7.32
4.464E-05
4.1906
1.537
-4.464E-05
-4.5747
1.5
-0.000431
0.8586
7.315
4.464E-05
-0.8578
7.53
0.000431
4.5747
1.5
-0.000431
-4.1906
1.537
-4.464E-05
0.9352
8.077
0.0002322
-0.9747
7.162
0.0001225
2.8245
1.656
-0.0001225
-4.7821
Frame
Joint
182
123
183
28
183
52
183
28
183
52
184
52
184
76
184
52
184
76
185
76
185
100
185
76
185
100
186
100
186
124
186
100
186
124
187
29
187
53
187
29
187
53
188
53
188
77
188
53
188
77
189
77
189
101
189
77
189
101
190
101
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-1.445
-0.558
TE
ENVOLVEN
Max
0.488
-0.077
TE
ENVOLVEN
Max
1.202
2.118
TE
ENVOLVEN
Min
-1.202
-2.118
TE
ENVOLVEN
Min
-0.488
0.077
TE
ENVOLVEN
Max
0.047
0.442
TE
ENVOLVEN
Max
1.128
0.258
TE
ENVOLVEN
Min
-1.128
-0.258
TE
ENVOLVEN
Min
-0.047
-0.442
TE
ENVOLVEN
Max
0.278
0.258
TE
ENVOLVEN
Max
1.06
0.442
TE
ENVOLVEN
Min
-1.06
-0.442
TE
ENVOLVEN
Min
-0.278
-0.258
TE
ENVOLVEN
Max
0.121
2.118
TE
ENVOLVEN
Max
1.295
-0.077
TE
ENVOLVEN
Min
-1.295
0.077
TE
ENVOLVEN
Min
-0.121
-2.118
TE
ENVOLVEN
Max
5.002
0.197
TE
ENVOLVEN
Max
-0.282
3.966
TE
ENVOLVEN
Min
0.282
-3.966
TE
ENVOLVEN
Min
-5.002
-0.197
TE
ENVOLVEN
Max
3.716
2.003
TE
ENVOLVEN
Max
0.047
-0.09
TE
ENVOLVEN
Min
-0.047
0.09
TE
ENVOLVEN
Min
-3.716
-2.003
TE
ENVOLVEN
Max
3.716
-0.09
TE
ENVOLVEN
Max
0.047
2.003
TE
ENVOLVEN
Min
-0.047
-2.003
TE
ENVOLVEN
Min
-3.716
0.09
TE
ENVOLVEN
Max
5.002
3.966
TE
F3
KN
1.357
M1
KN-m
-0.0002322
M2
KN-m
0.3898
7.185
0.0142
-0.4405
8.078
-0.000204
4.798
1.352
0.000204
-2.8851
1.657
-0.0142
0.9794
7.542
0.0027
-0.9363
7.299
0.0009382
4.1836
1.539
-0.0009382
-4.6137
1.498
-0.0027
0.8573
7.324
0.0009382
-0.8568
7.542
0.0027
4.6137
1.497
-0.0027
-4.1836
1.539
-0.0009382
0.9363
8.078
-0.000204
-0.9773
7.08
0.0142
2.6211
1.656
-0.0142
-4.798
1.352
0.000204
0.3043
7.04
0.0237
-0.2906
8.19
0.0008774
4.9618
1.342
-0.0008774
-2.5249
1.683
-0.0237
1.0181
7.572
0.0037
-0.9519
7.286
0.002
4.1501
1.548
-0.002
-4.7017
1.491
-0.0037
0.8516
7.283
0.002
-0.8517
7.572
0.0037
4.7017
1.491
-0.0037
-4.1501
1.548
-0.002
0.9519
8.19
0.0008774
-1.0169
Frame
Joint
190
125
190
101
190
125
191
11
191
126
191
11
191
126
192
126
192
12
192
126
192
12
193
126
193
127
193
126
193
127
194
127
194
128
194
127
194
128
195
128
195
129
195
128
195
129
196
129
196
130
196
129
196
130
197
7
197
33
197
7
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
-0.282
0.197
TE
ENVOLVEN
Min
0.282
-0.197
TE
ENVOLVEN
Min
-5.002
-3.966
TE
ENVOLVEN
Max
0.774
18.298
TE
ENVOLVEN
Max
2.067
2.501
TE
ENVOLVEN
Min
-2.067
-2.501
TE
ENVOLVEN
Min
-0.774
-18.298
TE
ENVOLVEN
Max
0.049
18.386
TE
ENVOLVEN
Max
0.051
2.468
TE
ENVOLVEN
Min
-0.051
-2.468
TE
ENVOLVEN
Min
-0.049
-18.386
TE
ENVOLVEN
Max
0.758
-0.006299
TE
ENVOLVEN
Max
2.036
0.119
TE
ENVOLVEN
Min
-2.036
-0.119
TE
ENVOLVEN
Min
-0.758
0.006299
TE
ENVOLVEN
Max
0.24
0.011
TE
ENVOLVEN
Max
1.619
0.086
TE
ENVOLVEN
Min
-1.619
-0.086
TE
ENVOLVEN
Min
-0.24
-0.011
TE
ENVOLVEN
Max
0.256
0.082
TE
ENVOLVEN
Max
1.637
0.018
TE
ENVOLVEN
Min
-1.637
-0.018
TE
ENVOLVEN
Min
-0.256
-0.082
TE
ENVOLVEN
Max
0.741
0.115
TE
ENVOLVEN
Max
2.039
-0.006299
TE
ENVOLVEN
Min
-2.039
0.006299
TE
ENVOLVEN
Min
-0.741
-0.115
TE
ENVOLVEN
Max
0.045
0.263
TE
ENVOLVEN
Max
0.185
0.27
TE
ENVOLVEN
Min
-0.185
-0.263
TE
F3
KN
7.06
M1
KN-m
0.0237
M2
KN-m
2.5742
1.683
-0.0237
-4.9618
1.342
-0.0008774
0.3565
2.168
1.2216
0.3139
24.818
12.2813
0.1632
-24.706
-22.1862
-0.1632
-2.055
-0.3769
-0.3139
1.051
0.3979
1.539E-16
30.722
1.432E-14
1.259E-15
-30.61
-12.2665
-1.259E-15
-0.939
-2.689E-14
-1.539E-16
6.398
-0.0001067
0.3139
9.023
0.0211
5.5367
0.979
-0.0211
-0.1632
1.855
0.0001067
1.1383
7.921
0.0019
-1.1342
7.081
0.0041
3.7196
1.629
-0.0041
-5.5195
1.417
-0.0019
0.7639
7.081
0.0041
-0.7642
7.921
0.0019
5.5195
1.417
-0.0019
-3.7196
1.629
-0.0041
1.1339
9.023
0.0211
-1.1382
6.4
-0.0001067
0.1625
1.855
0.0001067
-5.5367
0.98
-0.0211
-0.3124
1.112
0.0016
-0.0308
1.452
0.0015
0.847
-0.494
-0.0015
-0.2089
Frame
Joint
197
33
198
33
198
57
198
33
198
57
199
57
199
81
199
57
199
81
200
81
200
105
200
81
200
105
201
3
201
31
201
3
201
31
202
31
202
54
202
31
202
54
203
54
203
79
203
54
203
79
204
79
204
102
204
79
204
102
205
5
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Min
-0.045
-0.27
TE
ENVOLVEN
Max
0.638
0.268
TE
ENVOLVEN
Max
0.455
0.265
TE
ENVOLVEN
Min
-0.455
-0.267
TE
ENVOLVEN
Min
-0.638
-0.266
TE
ENVOLVEN
Max
0.638
0.265
TE
ENVOLVEN
Max
0.455
0.268
TE
ENVOLVEN
Min
-0.455
-0.266
TE
ENVOLVEN
Min
-0.638
-0.267
TE
ENVOLVEN
Max
0.045
0.27
TE
ENVOLVEN
Max
0.185
0.263
TE
ENVOLVEN
Min
-0.185
-0.27
TE
ENVOLVEN
Min
-0.045
-0.263
TE
ENVOLVEN
Max
2.687
0.018
TE
ENVOLVEN
Max
-0.023
0.015
TE
ENVOLVEN
Min
0.023
-0.015
TE
ENVOLVEN
Min
-2.687
-0.018
TE
ENVOLVEN
Max
3.344
0.023
TE
ENVOLVEN
Max
-0.781
0.01
TE
ENVOLVEN
Min
0.781
-0.01
TE
ENVOLVEN
Min
-3.344
-0.023
TE
ENVOLVEN
Max
3.344
0.011
TE
ENVOLVEN
Max
-0.786
0.023
TE
ENVOLVEN
Min
0.786
-0.023
TE
ENVOLVEN
Min
-3.344
-0.011
TE
ENVOLVEN
Max
2.687
0.015
TE
ENVOLVEN
Max
-0.023
0.018
TE
ENVOLVEN
Min
0.023
-0.018
TE
ENVOLVEN
Min
-2.687
-0.015
TE
ENVOLVEN
Max
3.469
0.024
TE
F3
KN
-0.835
M1
KN-m
-0.0016
M2
KN-m
-0.5512
1.29
0.0003873
0.5527
1.267
0.0003395
0.7627
-0.726
-0.0003395
-0.8349
-0.596
-0.0003873
-0.3477
1.267
0.0003051
0.347
1.293
0.0003528
0.843
-0.599
-0.0003528
-0.7627
-0.726
-0.0003051
-0.5531
1.451
0.0015
0.5512
1.112
0.0016
0.2089
-0.835
-0.0016
-0.847
-0.494
-0.0015
0.0284
0.087
0.0292
0.0439
1.55
0.0049
0.13
-1.295
-0.0297
-0.1074
0.104
0.0004388
0.0634
1.836
0.005
-0.0478
-0.304
0.015
0.1764
0.496
0.0003732
-0.112
-1.58
-0.0439
0.0064
-0.307
0.0167
-0.0064
1.836
0.005
0.112
-1.58
-0.0439
-0.1764
0.498
0.0003732
0.0478
1.55
0.0049
-0.0634
0.087
0.029
0.109
0.104
0.0004388
-0.13
-1.295
-0.0296
-0.0439
1.911
0.001
-0.0556
Frame
Joint
205
30
205
5
205
30
206
30
206
55
206
30
206
55
207
55
207
78
207
55
207
78
208
78
208
103
208
78
208
103
Table: Element Joint Forces - Frames, Part 1 of 2
OutputCase
StepType
F1
F2
KN
KN
ENVOLVEN
Max
-0.819
0.008667
TE
ENVOLVEN
Min
0.819
-0.008667
TE
ENVOLVEN
Min
-3.469
-0.024
TE
ENVOLVEN
Max
4.081
0.006976
TE
ENVOLVEN
Max
-0.954
0.028
TE
ENVOLVEN
Min
0.954
-0.028
TE
ENVOLVEN
Min
-4.081
-0.006976
TE
ENVOLVEN
Max
4.081
0.028
TE
ENVOLVEN
Max
-0.979
0.006976
TE
ENVOLVEN
Min
0.979
-0.006976
TE
ENVOLVEN
Min
-4.081
-0.028
TE
ENVOLVEN
Max
3.469
0.008667
TE
ENVOLVEN
Max
-0.827
0.024
TE
ENVOLVEN
Min
0.827
-0.024
TE
ENVOLVEN
Min
-3.469
-0.008667
TE
F3
KN
-0.324
M1
KN-m
0.0152
M2
KN-m
0.1628
0.516
-8.403E-05
-0.1219
-1.655
-0.0435
-0.0019
-0.392
0.0137
-0.0167
2.207
-0.0003744
0.1037
-1.952
-0.0489
-0.1849
0.583
-0.0023
0.0408
2.207
-0.0003724
-0.0408
-0.404
0.0137
0.1849
0.596
-0.0023
-0.1037
-1.952
-0.0489
0.0167
-0.328
0.0152
0.0019
1.911
0.001
0.1219
-1.655
-0.0435
-0.1628
0.52
-8.403E-05
0.0556
Table: Element Joint Forces - Frames, Part 2 of 2
Table: Joint Displacements
Joint
OutputCase
StepType
3
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Max
3
5
5
6
6
7
7
8
Table: Joint Displacements
U1
U2
U3
m
m
m
5.7E-05
0.004747
7.228E-06
R1
Radians
0.001762
R2
Radians
0.00191
R3
Radians
9.3E-05
Min
6.389E-07
-0.000765
-0.000138
-0.006576
0.000175
-0.000405
Max
0
0
0
-0.000157
0.000133
0.000733
Min
0
0
0
-0.000832
-0.000542
-0.00018
Max
0.000351
0.070159
-4.2E-05
0.016415
0.000224
0.000465
Min
-0.000338
-0.030303
-0.000154
-0.035672
-0.000461
-0.000436
Max
0.000249
0.081138
-4.1E-05
0.016992
0.000472
0.000506
Min
-0.000248
-0.035339
-0.000161
-0.037269
-0.000291
-0.00044
Max
0.00043
0.070069
0.051515
0.016913
0.001781
0.000677
Joint
OutputCase
StepType
8
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Min
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
Table: Joint Displacements
U1
U2
U3
m
m
m
-0.000401
-0.030262
-0.023734
R1
Radians
-0.036772
R2
Radians
-0.001041
R3
Radians
-0.000535
Max
9E-05
0.000288
0.000413
0.003393
0.002058
0.000163
Min
-0.001069
-1.7E-05
-0.003732
-0.000446
0.000141
-0.000531
Max
0
0
0
0.005082
0.008473
2.3E-05
Min
0
0
0
-0.000538
-0.000639
-2.9E-05
Max
0.001797
0.130398
0.061415
0.018591
0.014839
0.005444
Min
-0.001812
-0.056442
-0.143623
-0.044921
-0.010395
-0.00383
Max
7.343E-06
0.001954
0.000608
0.000747
0.001595
-5.1E-05
Min
-0.000239
-0.000111
-0.003486
-0.004527
-1.5E-05
-0.001061
Max
3.4E-05
0.000241
0.000777
0.000103
0.001573
-0.000161
Min
-0.000288
-6.063E-06
-0.005333
-0.001934
0.000147
-0.001026
Max
8.4E-05
0.000123
0.000667
0.000842
0.001956
-0.000198
Min
-0.000389
-0.000416
-0.0054
-0.000255
0.000216
-0.001037
Max
0.000247
0.004427
0.000615
0.001303
0.001619
5.7E-05
Min
-6.5E-05
-0.000684
-0.003509
-0.005835
-0.000103
-0.001061
Max
0.000189
0.001744
0.000781
0.00045
0.001553
-0.00013
Min
3E-05
-8E-05
-0.00536
-0.003486
7.3E-05
-0.00103
Max
0.000236
0.000209
0.000669
-5.1E-05
0.001661
-0.000213
Min
3.1E-05
-4.2E-05
-0.005429
-0.000721
0.000212
-0.00113
Max
0.000174
0.000106
0.000413
0.002071
0.002694
6.3E-05
Min
-0.000169
-0.000351
-0.00376
-0.000312
0.000294
-0.000476
Max
0.000553
0.090143
0.011733
0.01799
0.006926
0.002708
Min
-0.000554
-0.039382
-0.026373
-0.040659
-0.006
-0.002394
Max
0.000865
0.099786
0.023995
0.018489
0.009191
0.00348
Min
-0.000865
-0.043593
-0.054461
-0.04288
-0.007663
-0.002938
Max
0.001178
0.109825
0.03646
0.018647
0.011776
0.004372
Min
-0.001177
-0.047873
-0.0837
-0.044168
-0.009405
-0.003519
Max
0.001489
0.120072
0.048955
0.018625
0.014505
0.005342
Min
-0.001492
-0.052164
-0.113548
-0.044766
-0.011131
-0.004115
Max
0.000279
0.075587
0.025761
0.016915
0.004969
0.001363
Joint
OutputCase
StepType
25
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Min
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
39
39
40
Table: Joint Displacements
U1
U2
U3
m
m
m
-0.000288
-0.032799
-0.011893
R1
Radians
-0.036865
R2
Radians
-0.004286
R3
Radians
-0.001227
Max
0.000146
0.000113
0.000532
0.00286
0.003855
-2.1E-05
Min
-0.000172
-0.000395
-0.004732
-0.000425
0.000554
-0.00012
Max
8.1E-05
0.00022
0.000722
0.000238
0.003339
-1.9E-05
Min
-9.8E-05
-2.9E-05
-0.005532
-0.000292
0.000574
-0.0001
Max
3.8E-05
0.00184
0.000706
0.000185
0.003255
0.000169
Min
-6.4E-05
-9.3E-05
-0.00456
-0.00267
0.000479
-8.1E-05
Max
3.3E-05
0.004581
0.000309
0.000914
0.003403
0.000428
Min
-1.4E-05
-0.000719
-0.001897
-0.005203
0.000349
-8.1E-05
Max
2.7E-05
0.005423
-7.7E-05
0.000245
0.000798
0.000232
Min
-4.107E-06
0.000587
-0.000324
-0.007216
-0.001081
-0.000191
Max
0
0
0
-0.000213
0.000281
0.000379
Min
0
0
0
-0.001088
-0.000253
-0.000516
Max
0.000216
0.069543
-4.8E-05
0.018876
0.000274
0.000419
Min
-0.000224
-0.028318
-0.000524
-0.037806
-0.000218
-0.000402
Max
0.000248
0.081344
-3.9E-05
0.020304
9E-05
0.000473
Min
-0.000246
-0.03421
-0.000546
-0.040818
-7E-05
-0.00046
Max
0.000423
0.069379
0.055275
0.019823
0.001454
0.000584
Min
-0.000406
-0.028233
-0.027959
-0.039552
-0.001636
-0.000612
Max
0.000413
0.000309
-0.000843
0.004382
0.000831
0.000534
Min
-0.000233
5.3E-05
-0.004742
0.000757
-0.00126
-0.000596
Max
0
0
0
0.006357
0.002969
2.3E-05
Min
0
0
0
0.001126
-0.004449
-2.1E-05
Max
0.001798
0.141581
0.082289
0.02548
0.004558
0.001905
Min
-0.00181
-0.06248
-0.176035
-0.056572
-0.002733
-0.001274
Max
0.00013
0.002232
-0.00052
-0.0007
0.000631
0.000707
Min
-8.3E-05
0.000389
-0.004477
-0.005551
-0.00091
-0.000494
Max
9.3E-05
0.000169
-0.001055
-0.000447
0.000651
0.000693
Min
-4.9E-05
-6.6E-05
-0.006857
-0.002468
-0.000833
-0.000543
Max
2.4E-05
-6.4E-05
-0.001234
0.001129
0.000828
0.000719
Joint
OutputCase
StepType
40
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Min
41
41
42
42
43
43
44
44
45
45
46
46
47
47
48
48
49
49
50
50
51
51
52
52
53
53
54
54
55
Table: Joint Displacements
U1
U2
U3
m
m
m
-5.6E-05
-0.000652
-0.006937
R1
Radians
-1.2E-05
R2
Radians
-0.00106
R3
Radians
-0.000597
Max
7.2E-05
0.00504
-0.00052
-0.000174
0.000601
0.000738
Min
-0.000139
0.000568
-0.004503
-0.006663
-0.000949
-0.000472
Max
0.000123
0.001959
-0.001059
-0.000733
0.00062
0.000697
Min
-0.000168
0.000341
-0.006895
-0.004206
-0.000842
-0.000532
Max
0.000215
0.000126
-0.001242
-0.000124
0.000709
0.000784
Min
-0.000249
-0.000112
-0.00698
-0.000705
-0.000836
-0.000637
Max
0.000159
-5.8E-05
-0.000851
0.002982
0.001216
0.000395
Min
-0.000149
-0.000563
-0.004784
0.000542
-0.001659
-0.000423
Max
0.000553
0.091652
0.014737
0.023394
0.00079
0.000674
Min
-0.000553
-0.039293
-0.030578
-0.047992
-0.000725
-0.00065
Max
0.000865
0.103291
0.031064
0.024977
0.000985
0.000803
Min
-0.000865
-0.044898
-0.064489
-0.052566
-0.000609
-0.000676
Max
0.001178
0.115733
0.048062
0.025537
0.001435
0.000959
Min
-0.001177
-0.050732
-0.100735
-0.055137
-0.000635
-0.000684
Max
0.001489
0.128584
0.065207
0.025551
0.002673
0.001279
Min
-0.001491
-0.056617
-0.138172
-0.056284
-0.00138
-0.000822
Max
0.000278
0.07532
0.027555
0.01988
0.001647
0.000655
Min
-0.00029
-0.031209
-0.014074
-0.039788
-0.001789
-0.000677
Max
0.000148
-7E-05
-0.001096
0.003712
0.001905
8.768E-06
Min
-0.00016
-0.000627
-0.006135
0.000566
-0.002394
-4.1E-05
Max
8.1E-05
0.000135
-0.001273
0.000242
0.001749
3E-05
Min
-0.0001
-9.2E-05
-0.007185
-0.000304
-0.002043
-2.3E-05
Max
3.8E-05
0.002076
-0.00082
-0.00064
0.001671
0.000126
Min
-6.2E-05
0.000362
-0.005921
-0.003517
-0.002048
-1.7E-05
Max
2.3E-05
0.005216
-0.000372
-0.000785
0.001597
0.000259
Min
-1.5E-05
0.000571
-0.002587
-0.006459
-0.00215
-4.2E-05
Max
1.2E-05
0.005553
-6.7E-05
8.4E-05
0.001031
0.000221
Min
-1.2E-05
0.000796
-0.000287
-0.007275
-0.001031
-0.000221
Max
0
0
0
-0.000231
0.0003
0.000435
Joint
OutputCase
StepType
55
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Min
56
56
57
57
58
58
59
59
60
60
61
61
62
62
63
63
64
64
65
65
66
66
67
67
68
68
69
69
70
Table: Joint Displacements
U1
U2
m
m
0
0
U3
m
0
R1
Radians
-0.001169
R2
Radians
-0.0003
R3
Radians
-0.000435
Max
0.00027
0.069467
-4.8E-05
0.019075
0.000152
0.00045
Min
-0.00027
-0.028272
-0.000481
-0.038049
-0.000152
-0.00045
Max
0.000241
0.081362
-4.1E-05
0.020565
3.3E-05
0.000475
Min
-0.000241
-0.034231
-0.000502
-0.041235
-3.4E-05
-0.000475
Max
0.000412
0.06923
0.05611
0.020266
0.000296
0.000403
Min
-0.000412
-0.028135
-0.028486
-0.040165
-0.000296
-0.000403
Max
0.000615
0.000316
-0.000865
0.004423
0.001021
0.000408
Min
-0.000615
5.5E-05
-0.004779
0.000801
-0.001021
-0.000422
Max
0
0
0
0.00641
0.004645
2.4E-05
Min
0
0
0
0.001155
-0.004645
-2.4E-05
Max
0.001802
0.142714
0.083618
0.02603
0.000883
0.000772
Min
-0.001802
-0.062948
-0.17925
-0.057891
-0.000883
-0.000772
Max
0.000141
0.002329
-0.000596
-0.000849
0.00092
0.000581
Min
-0.000141
0.000413
-0.004468
-0.005624
-0.00092
-0.000581
Max
0.000192
0.000253
-0.001206
-0.000464
0.000924
0.00056
Min
-0.000192
-7.4E-05
-0.006893
-0.00253
-0.000924
-0.00056
Max
0.00027
-5.3E-05
-0.001266
0.001125
0.001075
0.000557
Min
-0.00027
-0.000644
-0.006992
-7.831E-06
-0.001075
-0.000557
Max
0.000143
0.005179
-0.000596
-0.000375
0.000924
0.000597
Min
-0.000143
0.000777
-0.004493
-0.006781
-0.000924
-0.000597
Max
9.8E-05
0.002055
-0.00121
-0.000772
0.000916
0.000568
Min
-9.8E-05
0.000364
-0.006931
-0.004347
-0.000916
-0.000568
Max
6.4E-05
0.000175
-0.001274
-0.000142
0.000948
0.000597
Min
-0.000119
-0.000109
-0.007035
-0.000784
-0.000948
-0.000597
Max
0.000156
-4.9E-05
-0.000873
0.002975
0.001402
0.000324
Min
-0.000169
-0.000559
-0.004821
0.000549
-0.001402
-0.000331
Max
0.000553
0.09179
0.014926
0.023644
0.000196
0.000534
Min
-0.000553
-0.039369
-0.030884
-0.048638
-0.000196
-0.000534
Max
0.000865
0.103608
0.031443
0.02531
0.000367
0.000592
Joint
OutputCase
StepType
70
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Min
71
71
72
72
73
73
74
74
75
75
76
76
77
77
78
78
79
79
80
80
81
81
82
82
83
83
84
84
85
Table: Joint Displacements
U1
U2
U3
m
m
m
-0.000865
-0.045039
-0.065317
R1
Radians
-0.053477
R2
Radians
-0.000367
R3
Radians
-0.000592
Max
0.001177
0.116286
0.048701
0.025977
0.000545
0.000653
Min
-0.001177
-0.050963
-0.102256
-0.056271
-0.000545
-0.000653
Max
0.00149
0.129416
0.066172
0.026071
0.000725
0.000715
Min
-0.00149
-0.05696
-0.140509
-0.057558
-0.000725
-0.000715
Max
0.000275
0.075261
0.027965
0.020291
0.000183
0.000441
Min
-0.000292
-0.031176
-0.014295
-0.040366
-0.000183
-0.000441
Max
0.000157
-6.2E-05
-0.001122
0.003751
0.002091
1.8E-05
Min
-0.000157
-0.000623
-0.006172
0.000653
-0.002091
-1.8E-05
Max
8.1E-05
0.000197
-0.001308
0.000245
0.001872
3E-05
Min
-0.000103
-9.8E-05
-0.007223
-0.000324
-0.001872
-3E-05
Max
4E-05
0.002176
-0.000929
-0.000659
0.001869
3.8E-05
Min
-6.2E-05
0.000385
-0.005919
-0.00358
-0.001869
-3.8E-05
Max
2.2E-05
0.005358
-0.000391
-0.000915
0.001938
4.4E-05
Min
-2.2E-05
0.000786
-0.002545
-0.006489
-0.001938
-4.4E-05
Max
3.864E-06
0.005423
-7.8E-05
0.00032
0.001081
0.000167
Min
-2.7E-05
0.000521
-0.000324
-0.007216
-0.000798
-0.000253
Max
0
0
0
-0.000214
0.000253
0.000516
Min
0
0
0
-0.001088
-0.000281
-0.000379
Max
0.000225
0.069543
-5.2E-05
0.018876
0.000218
0.000386
Min
-0.000215
-0.028624
-0.000524
-0.037806
-0.000274
-0.000404
Max
0.000246
0.081344
-4.3E-05
0.020304
7.3E-05
0.000443
Min
-0.000248
-0.03451
-0.000546
-0.040818
-9E-05
-0.000456
Max
0.000402
0.069379
0.055275
0.019823
0.001636
0.000612
Min
-0.000418
-0.028537
-0.027959
-0.039552
-0.001454
-0.000584
Max
0.000233
0.000309
-0.00086
0.004382
0.00126
0.000601
Min
-0.000414
5.4E-05
-0.004742
0.000715
-0.000831
-0.000539
Max
0
0
0
0.006357
0.004687
2.1E-05
Min
0
0
0
0.001148
-0.002726
-2.3E-05
Max
0.001807
0.141581
0.082331
0.02549
0.002733
0.001274
Joint
OutputCase
StepType
85
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Min
86
86
87
87
88
88
89
89
90
90
91
91
92
92
93
93
94
94
95
95
96
96
97
97
98
98
99
99
100
Table: Joint Displacements
U1
U2
U3
m
m
m
-0.001794
-0.062785
-0.176035
R1
Radians
-0.056572
R2
Radians
-0.004558
R3
Radians
-0.001905
Max
8.3E-05
0.002232
-0.000483
-0.000643
0.00091
0.000494
Min
-0.00013
0.000397
-0.004477
-0.005551
-0.000631
-0.000707
Max
6.7E-05
0.000169
-0.000992
-0.000454
0.000833
0.000543
Min
-7.1E-05
-6.6E-05
-0.006857
-0.002468
-0.000651
-0.000693
Max
1.2E-05
-6.2E-05
-0.001186
0.001129
0.00106
0.000597
Min
-7.2E-05
-0.000652
-0.006937
-1.8E-05
-0.000828
-0.000719
Max
0.000139
0.00504
-0.000483
-9.3E-05
0.000949
0.000472
Min
-7.2E-05
0.000504
-0.004503
-0.006663
-0.000601
-0.000738
Max
0.000168
0.001959
-0.000995
-0.000704
0.000842
0.000532
Min
-0.000123
0.000348
-0.006895
-0.004206
-0.00062
-0.000697
Max
0.000249
0.00012
-0.0012
-0.000127
0.000836
0.000637
Min
-0.000215
-0.000112
-0.00698
-0.000705
-0.000709
-0.000784
Max
0.000149
-5.6E-05
-0.000868
0.002982
0.001659
0.00043
Min
-0.000158
-0.000563
-0.004784
0.000552
-0.001216
-0.000399
Max
0.000553
0.091652
0.014761
0.023394
0.000725
0.000575
Min
-0.000553
-0.039592
-0.030578
-0.047992
-0.00079
-0.000599
Max
0.000865
0.103291
0.031089
0.024981
0.000359
0.000506
Min
-0.000865
-0.045197
-0.064489
-0.052566
-0.000735
-0.000634
Max
0.001177
0.115733
0.048091
0.025545
0.000633
0.000549
Min
-0.001178
-0.051033
-0.100735
-0.055137
-0.001433
-0.000824
Max
0.00149
0.128584
0.065242
0.02556
0.00138
0.000822
Min
-0.001488
-0.05692
-0.138172
-0.056284
-0.002673
-0.001279
Max
0.000272
0.07532
0.027555
0.01988
0.001789
0.000677
Min
-0.000294
-0.031511
-0.014074
-0.039788
-0.001647
-0.000655
Max
0.00016
-6.7E-05
-0.001117
0.003712
0.002394
4.1E-05
Min
-0.000148
-0.000627
-0.006135
0.000533
-0.001905
-8.768E-06
Max
8.1E-05
0.000129
-0.001209
0.000242
0.002043
2.3E-05
Min
-0.000104
-9.2E-05
-0.007185
-0.000302
-0.001749
-3E-05
Max
3.9E-05
0.002076
-0.000769
-0.00065
0.002048
1.7E-05
Joint
OutputCase
StepType
100
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Min
101
101
102
102
103
103
104
104
105
105
106
106
107
107
108
108
109
109
110
110
111
111
112
112
113
113
114
114
115
Table: Joint Displacements
U1
U2
U3
m
m
m
-6E-05
0.000368
-0.005921
R1
Radians
-0.003517
R2
Radians
-0.001671
R3
Radians
-0.000126
Max
1.5E-05
0.005216
-0.000358
-0.000725
0.002151
4.2E-05
Min
-2.3E-05
0.000506
-0.002587
-0.006459
-0.001598
-0.000259
Max
-6.389E-07
0.004747
7.228E-06
0.001762
-0.000175
0.000405
Min
-5.7E-05
-0.000765
-0.000138
-0.006576
-0.00191
-9.3E-05
Max
0
0
0
-0.000157
0.000542
0.00018
Min
0
0
0
-0.000832
-0.000133
-0.000733
Max
0.000338
0.070159
-4.2E-05
0.016415
0.000461
0.000449
Min
-0.000351
-0.030303
-0.000154
-0.035672
-0.000224
-0.000479
Max
0.000248
0.081138
-4.1E-05
0.016992
0.000291
0.000455
Min
-0.000249
-0.035339
-0.000161
-0.037269
-0.000472
-0.000521
Max
0.000397
0.070069
0.051515
0.016913
0.001042
0.000535
Min
-0.000426
-0.030262
-0.023734
-0.036772
-0.001781
-0.000677
Max
0.00107
0.000288
0.000413
0.003393
-0.000141
0.000514
Min
-9.1E-05
-1.7E-05
-0.003732
-0.000446
-0.002058
-0.000154
Max
0
0
0
0.005082
0.000639
2.9E-05
Min
0
0
0
-0.000538
-0.008473
-2.3E-05
Max
0.001807
0.130398
0.061415
0.018591
0.010395
0.00383
Min
-0.001792
-0.056442
-0.143623
-0.044921
-0.014839
-0.005444
Max
0.000239
0.001954
0.000608
0.000747
1.5E-05
0.001061
Min
-2.8E-05
-0.000111
-0.003486
-0.004527
-0.001595
5.1E-05
Max
0.000288
0.000241
0.000777
0.000103
-0.000147
0.001026
Min
-4E-05
-6.063E-06
-0.005333
-0.001934
-0.001573
0.000161
Max
0.00039
0.000123
0.000667
0.000842
-0.000216
0.001037
Min
-8.4E-05
-0.000416
-0.0054
-0.000255
-0.001956
0.000198
Max
6.5E-05
0.004427
0.000615
0.001303
0.000103
0.001061
Min
-0.000247
-0.000684
-0.003509
-0.005835
-0.001619
-5.7E-05
Max
-3E-05
0.001744
0.000781
0.00045
-7.3E-05
0.00103
Min
-0.000189
-8E-05
-0.00536
-0.003486
-0.001553
0.00013
Max
-4.2E-05
0.000209
0.000669
-5.1E-05
-0.000212
0.00113
Joint
OutputCase
StepType
115
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Min
116
116
117
117
118
118
119
119
120
120
121
121
122
122
123
123
124
124
125
125
126
126
127
127
128
128
129
129
130
Table: Joint Displacements
U1
U2
U3
m
m
m
-0.000259
-4.2E-05
-0.005429
R1
Radians
-0.000721
R2
Radians
-0.001661
R3
Radians
0.000213
Max
0.000169
0.000106
0.000413
0.002071
-0.000294
0.000467
Min
-0.000175
-0.000351
-0.00376
-0.000312
-0.002694
-4.7E-05
Max
0.000554
0.090143
0.011733
0.01799
0.006
0.002394
Min
-0.000553
-0.039382
-0.026373
-0.040659
-0.006926
-0.002708
Max
0.000865
0.099786
0.023995
0.018489
0.007663
0.002938
Min
-0.000865
-0.043593
-0.054461
-0.04288
-0.009191
-0.00348
Max
0.001177
0.109825
0.03646
0.018647
0.009405
0.003519
Min
-0.001178
-0.047873
-0.0837
-0.044168
-0.011776
-0.004372
Max
0.00149
0.120072
0.048955
0.018625
0.011131
0.004115
Min
-0.001487
-0.052164
-0.113548
-0.044766
-0.014505
-0.005342
Max
0.00027
0.075587
0.025761
0.016915
0.004278
0.001227
Min
-0.000295
-0.032799
-0.011893
-0.036865
-0.004969
-0.001363
Max
0.000172
0.000113
0.000532
0.00286
-0.000554
0.00012
Min
-0.000146
-0.000395
-0.004732
-0.000425
-0.003855
2.1E-05
Max
8E-05
0.00022
0.000722
0.000238
-0.000574
0.0001
Min
-0.000107
-2.9E-05
-0.005532
-0.000292
-0.003339
2E-05
Max
4.2E-05
0.00184
0.000706
0.000185
-0.000479
8.1E-05
Min
-6E-05
-9.3E-05
-0.00456
-0.00267
-0.003255
-0.000169
Max
1.4E-05
0.004581
0.000309
0.000914
-0.000349
8.1E-05
Min
-3.3E-05
-0.000719
-0.001897
-0.005203
-0.003403
-0.000428
Max
0.000145
9.5E-05
0.000213
0.004561
0.007572
6.212E-06
Min
-0.000151
-5.849E-06
-0.002046
-0.00051
0.000236
-1.1E-05
Max
0.000146
9E-05
-0.000463
0.005792
0.002919
9.614E-06
Min
-0.000149
8.863E-06
-0.002601
0.001029
-0.004659
-6.979E-06
Max
0.000148
9.3E-05
-0.000473
0.005839
0.003722
5.332E-06
Min
-0.000148
1.6E-05
-0.002615
0.001056
-0.003722
-5.539E-06
Max
0.000149
9E-05
-0.000472
0.005792
0.004659
6.81E-06
Min
-0.000146
8.863E-06
-0.002601
0.001044
-0.002919
-9.936E-06
Max
0.000151
9.5E-05
0.000213
0.004561
-0.000236
1E-05
Joint
OutputCase
StepType
130
ENVOLVEN
TE
Min
Table: Joint Displacements
U1
U2
U3
m
m
m
-0.000145
-5.849E-06
-0.002046
R1
Radians
-0.00051
Table: Joint Reactions, Part 1 of 2
Joint
OutputCase
CaseType
StepType
5
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Combination
5
12
12
31
31
36
36
55
55
60
60
79
79
84
84
103
103
108
108
Max
F1
KN
3.76
F2
KN
7.294
F3
KN
24.543
Combination
Min
0.912
-2.465
0.334
Combination
Max
0.051
2.468
30.722
Combination
Min
-0.049
-18.386
-0.939
Combination
Max
2.141
7.794
58.098
Combination
Min
-1.069
-1.068
14.094
Combination
Max
0.051
8.659
44.783
Combination
Min
-0.049
-7.119
8.42
Combination
Max
0.71
7.785
53.319
Combination
Min
-0.71
-0.976
12.771
Combination
Max
0.05
3.819
43.17
Combination
Min
-0.05
-7.671
8.17
Combination
Max
1.069
7.794
58.098
Combination
Min
-2.141
-1.143
14.256
Combination
Max
0.049
8.659
44.783
Combination
Min
-0.051
-7.119
8.526
Combination
Max
-0.919
7.294
24.543
Combination
Min
-3.76
-2.465
0.334
Combination
Max
0.049
2.592
30.722
Combination
Min
-0.051
-18.386
-0.939
Table: Joint Reactions, Part 2 of 2
Joint
5
5
Table: Joint Reactions, Part 2 of 2
OutputCase
StepType
ENVOLVEN
TE
ENVOLVEN
TE
Max
M3
KN-m
0
Min
0
R2
Radians
-0.007572
R3
Radians
-6.368E-06
Joint
12
12
31
31
36
36
55
55
60
60
79
79
84
84
103
103
108
108
Table: Joint Reactions, Part 2 of 2
OutputCase
StepType
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
ENVOLVEN
TE
Max
M3
KN-m
0
Min
0
Max
0
Min
0
Max
0
Min
0
Max
0
Min
0
Max
0
Min
0
Max
0
Min
0
Max
0
Min
0
Max
0
Min
0
Max
0
Min
0
FUERZAS AXIALES RESULTANTES
RESULTADOS DE FUERZAS CORTANTES
RESULTADOS DE LOS MOMENTOS FLECTORES
REACCIONES RESULTANTES DE ANÁLISIS
ANÁLISIS DE PRESIONES DE VIENTO
NOTA IMPORTANTE: SE ANALIZÓ LA ESTRUCTURA EN EL SIMIULADOR DE VIENTO EN LAS 4
DIRECICIONES POSIBLES DEL VIENTO PARA VER TODOS SUS EFECTOS.
RESULTADOS DEL DISEÑO
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 1 of 2
Frame
3
4
5
12
13
14
15
16
18
20
22
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 1 of 2
DesignSect
DesignType
Status
Ratio
W8X15
W8X15
W8X10
W12X16
W12X16
W12X16
W12X16
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X10
W8X15
W8X10
W12X16
W12X16
W12X16
W12X16
W12X16
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
Column
Column
Column
Brace
Brace
Brace
Brace
Column
Column
Column
Column
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Column
Column
Column
Beam
Brace
Brace
Brace
Brace
Column
Column
Column
Column
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
Overstressed
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
0.339881
0.698801
0.594164
0.295309
0.336455
0.381093
0.412189
0.529155
0.720285
0.668052
0.58857
0.362251
0.247923
0.153482
0.080858
0.031638
0.026425
0.058925
0.320115
0.384544
0.386352
0.361885
0.360797
0.368091
0.358513
0.309444
0.571839
0.714953
1.091563
0.433059
0.342184
0.43607
0.50075
0.547759
0.649431
0.83321
0.726371
0.488757
0.770557
0.512012
0.306504
0.15382
0.054136
0.044784
0.142574
0.433418
0.436238
0.443776
RatioType
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
Frame
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 1 of 2
DesignSect
DesignType
Status
Ratio
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X15
W8X15
W8X10
W12X16
W12X16
W12X16
W12X16
W12X16
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X15
W8X15
W8X10
W12X16
W12X16
W12X16
W12X16
W12X16
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
Brace
Brace
Brace
Brace
Brace
Column
Column
Column
Beam
Brace
Brace
Brace
Brace
Column
Column
Column
Column
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Column
Column
Column
Beam
Brace
Brace
Brace
Brace
Column
Column
Column
Column
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
Overstressed
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
Overstressed
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
0.411051
0.389733
0.395027
0.341406
0.423714
0.360655
0.707987
1.140829
0.435767
0.326095
0.436001
0.501648
0.520783
0.651405
0.813958
0.725189
0.484786
0.787835
0.535857
0.32984
0.170983
0.060761
0.036609
0.118458
0.427251
0.389178
0.451522
0.38936
0.388315
0.348504
0.29335
0.378122
0.370989
0.714953
1.091563
0.433515
0.342157
0.440276
0.502274
0.545943
0.649717
0.83321
0.726371
0.488757
0.770555
0.51201
0.306502
0.153818
0.054136
0.044784
0.142574
0.433283
0.436238
0.44467
0.411051
RatioType
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
Frame
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 1 of 2
DesignSect
DesignType
Status
Ratio
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X15
W8X15
W8X10
W12X16
W12X16
W12X16
W12X16
W12X16
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
HSS4X4X.125
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
W12X16
W12X16
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
SECCIÓN BUTACA
W8X10
W8X10
Brace
Brace
Brace
Brace
Column
Column
Column
Beam
Brace
Brace
Brace
Brace
Column
Column
Column
Column
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
Beam
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
No Messages
0.389733
0.395027
0.341406
0.427885
0.339881
0.698794
0.594152
0.374825
0.298352
0.334242
0.386515
0.412573
0.528438
0.720285
0.672865
0.578959
0.362273
0.247925
0.153483
0.080858
0.031638
0.026425
0.058925
0.319582
0.384544
0.386352
0.361885
0.360797
0.368091
0.358918
0.311702
0.26902
0.258968
0.258968
0.26902
0.259307
0.25048
0.250074
0.25975
0.267368
0.254364
0.254348
0.267251
0.29877
0.28181
0.28181
0.29877
0.374162
0.221838
0.29382
0.292978
0.292968
0.293801
0.052361
0.05476
RatioType
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
Frame
199
200
201
202
203
204
205
206
207
208
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 1 of 2
DesignSect
DesignType
Status
Ratio
W8X10
W8X10
L3X3X3/16
L3X3X3/16
L3X3X3/16
L3X3X3/16
L3X3X3/16
L3X3X3/16
L3X3X3/16
L3X3X3/16
Beam
Beam
Brace
Brace
Brace
Brace
Brace
Brace
Brace
Brace
No Messages
No Messages
See WarnMsg
See WarnMsg
See WarnMsg
See WarnMsg
See WarnMsg
See WarnMsg
See WarnMsg
See WarnMsg
0.05501
0.052361
0.295643
0.370455
0.370662
0.295643
0.369635
0.429518
0.429518
0.369635
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 2 of 2
Frame
3
4
5
12
13
14
15
16
18
20
22
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 2 of 2
Combo
Location
WarnMsg
m
ENVOLVENTE
1.8
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
1.8
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
RatioType
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
PMM
Frame
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 2 of 2
Combo
Location
WarnMsg
m
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
1.8
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
1.8
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
Frame
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
175
176
177
178
179
180
181
182
183
184
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 2 of 2
Combo
Location
WarnMsg
m
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
1.8
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.78032
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0.71589
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
0.31973
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
Frame
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
Table: Steel Design 1 - Summary Data - AISC 360-10, Part 2 of 2
Combo
Location
WarnMsg
m
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.5
No Messages
ENVOLVENTE
0
No Messages
ENVOLVENTE
3.93573
kl/r > 200 (AISC E2)
ENVOLVENTE
3.93573
kl/r > 200 (AISC E2)
ENVOLVENTE
0
kl/r > 200 (AISC E2)
ENVOLVENTE
0
kl/r > 200 (AISC E2)
ENVOLVENTE
3.93573
kl/r > 200 (AISC E2)
ENVOLVENTE
0
kl/r > 200 (AISC E2)
ENVOLVENTE
3.93573
kl/r > 200 (AISC E2)
ENVOLVENTE
0
kl/r > 200 (AISC E2)
DISEÑO DE ZAPATAS
1
Cimentación aislada: Cimentación1
elementos idénticos: 1
1.1
Número de
Datos básicos
1.1.1
Hipótesis
 Norma para los cálculos geotécnicos : EN 1997-1:2004/A1:2013
 Norma para los cálculos de hormigón armado
: ACI 318-08 metric
 Forma de la cimentación
: libre
1.1.2
Geometría:
1.1.3
A
B
h1
h2
h4
= 0.80 (m)
= 0.80 (m)
= 0.30 (m)
= 0.50 (m)
= 0.00 (m)
a'
b'
c1
c2
= 40.0 (cm)
= 40.0 (cm)
= 5.0 (cm)
= 5.0 (cm)
a
b
ex
ey
= 0.50 (m)
= 0.51 (m)
= 0.00 (m)
= 0.00 (m)
Materiales
 Hormigón:
20.00 MPa
: CONCR; resistencia característica =
Densidad = 23.540 (kN/m3)
: tipo
Grade 420 resistencia
 Armaduras longitudinales
característica = 420.00 MPa
 Armaduras transversales
característica = 300.00 MPa
 Armadura adicional:
característica = 300.00 MPa
1.1.4
: tipo
Grade 300
resistencia
: tipo
Grade 300
resistencia
Cargas:
Cargas sobre la cimentación:
Caso
Natura
Grupo
G1
peso propio
1
Cargas sobre el talud:
Caso
1.1.5
Natura
Q1
(kN/m2)
Lista de combinaciones
1/
2/
3/
4/
5/*
6/*
7/*
8/*
9/*
ELU A1 : 1.35G1
ELU A1 : 1.00G1
ELU A2 : 1.00G1
ELS : 1.00G1
ELU : 1.20G1
ELU : 1.20G1
ELU : 1.40G1
ELU : 0.90G1
ELU : 1.20G1
N
(kN)
0.00
Fx
(kN)
0.00
Fy
(kN)
0.00
Mx
(kN*m)
0.00
My
(kN*m)
0.00
10/*
11/*
1.2
1.2.1
Diseño geotécnico
Hipótesis




1.2.2
ELU : 0.90G1
ELS : 1.00G1
Coeficiente de reducción de la cohesión:
0.000
Cimentación prefabricada lisa 6.5.3(10)
Deslizamiento considerando la presión del suelo:
Enfoque de cálculo: 1
A1 + M1 + R1
' = 1.000
c' = 1.000
cu = 1.000
qu = 1.000
 = 1.000
R,v = 1.000
R,h = 1.000
A2 + M2 + R1
' = 1.250
c' = 1.250
cu = 1.400
qu = 1.400
 = 1.000
R,v = 1.000
R,h = 1.000
para las direcciones X y Y
Suelo:
Nivel del suelo:
Nivel max. de la cimentación:
Nivel del fondo del excavado:
N1
Na
Nf
= 0.70 (m)
= 0.00 (m)
= -0.50 (m)
Coarse sand
• Nivel del suelo:
0.70 (m)
• Peso volumétrico: 19.350 (kN/m3)
• Densidad del sólido:
26.500 (kN/m3)
• Angulo de rozamiento interno:
16.700 (Deg)
• Cohesión: 0.00 (MPa)
1.2.3
Estados límites
Cálculo de las tensiones
Tipo de suelo debajo de la cimentación: uniforme
Combinación dimensionante:
ELU A1 : 1.00G1
Coeficentes de carga:
1.35 * peso de la cimentación
1.35 * peso del suelo
Resultados de cálculos: en el nivel del asiento de la cimentación
Peso de la cimentación y del suelo superpuesto:
Gr = 22.26 (kN)
Carga de diseño:
Nr = 22.26 (kN)
Mx = -0.00 (kN*m)
My = 0.00 (kN*m)
Método de cálculos de tensión admisible: Semiempírico - límite de
tensiones
Excentricidad de la carga:
|eB| = 0.00 (m)
|eL| = 0.00 (m)
Dimensiones equivalentes de la cimentación:
B' = B - 2|eB| = 0.80 (m)
L' = L - 2|eL| = 0.80 (m)
qu = 0.30 (MPa)
ple* = 0.15 (MPa)
De = Dmin - d = 1.50 (m)
kp = 1.938
q'0 = 0.03 (MPa)
qu = kp * (ple*) + q'0 = 0.33 (MPa)
Tensión en el suelo:
qref = 0.03 (MPa)
Coeficiente de seguridad: qlim / qref = 9.459 > 1
Alzamiento
Alzamiento en ELU
Combinación dimensionante:
Coeficentes de carga:
Superficie de contacto:
ELU A1 : 1.35G1
1.00 * peso de la cimentación
1.00 * peso del suelo
s
= 0.000
slim = 0.167
Deslizamiento
Combinación dimensionante:
Coeficentes de carga:
ELU A2 : 1.00G1
1.00 * peso de la cimentación
1.00 * peso del suelo
Peso de la cimentación y del suelo superpuesto:
Gr = 16.49 (kN)
Carga de diseño:
Nr = 16.49 (kN) Mx = -0.00 (kN*m)
My = 0.00 (kN*m)
Dimensiones equivalentes de la cimentación: A_ = 0.80 (m) B_ = 0.80
(m)
Superficie de deslizamiento:
0.64 (m2)
Coeficiente de rozamiento cimentación - suelo: tan(d = 0.312
Cohesión:
cu = 0.00 (MPa)
Presión del suelo considerada:
Hx = 0.00 (kN)
Hy = 0.00 (kN)
Ppx = 0.00 (kN)
Ppy = 0.00 (kN)
Pax = 0.00 (kN)
Pay = 0.00 (kN)
Valor de la fuerza de deslizamiento
Hd = 0.00 (kN)
Valor de la fuerza de estabilización para el deslizamiento de la
cimentación:
- en el nivel del asiento:
Estabilidad a deslizamiento:
Rd = 5.15 (kN)

Hundimiento medio
Tipo de suelo debajo de la cimentación: uniforme
Combinación dimensionante:
ELS : 1.00G1
Coeficentes de carga:
1.00 * peso de la cimentación
1.00 * peso del suelo
Peso de la cimentación y del suelo superpuesto:
Gr = 16.49 (kN)
Tensión media debida a la carga de dimensionado:
q = 0.03 (MPa)
Espesor del suelo con hundimiento activo:
z = 0.20 (m)
Tensión en el nivel z:
- adicional:
zd = -0.00 (MPa)
- debida al peso del suelo:
z = 0.03 (MPa)
Hundimientos:
- primario
s' = 0.0 (cm)
- secundario
s'' = 0.0 (cm)
- TOTAL
S = 0.0 (cm) < Sadm = 5.0 (cm)

Coeficiente de seguridad:
Diferencia de hundimientos
Combinación dimensionante:
Coeficentes de carga:
Diferencia de hundimientos:
Coeficiente de seguridad:
ELS : 1.00G1
1.00 * peso de la cimentación
1.00 * peso del suelo
S = 0.0 (cm) < Sadm = 5.0 (cm)

Vuelco
Alrededor del eje OX
Combinación dimensionante:
Coeficentes de carga:
ELU A1 : 1.35G1
1.00 * peso de la cimentación
1.00 * peso del suelo
Peso de la cimentación y del suelo superpuesto:
Gr = 16.49 (kN)
Carga de diseño:
Nr = 16.49 (kN) Mx = -0.00 (kN*m)
My = 0.00 (kN*m)
Momento estabilizador:
Mstab = 6.60 (kN*m)
Moment de vuelco:
Mrenv = 0.00 (kN*m)
Estabilidad al vuelco:

Alrededor del eje OY
Combinación dimensionante:
Coeficentes de carga:
ELU A1 : 1.35G1
1.00 * peso de la cimentación
1.00 * peso del suelo
Peso de la cimentación y del suelo superpuesto:
Gr = 16.49 (kN)
Carga de diseño:
Nr = 16.49 (kN) Mx = -0.00 (kN*m)
My = 0.00 (kN*m)
Momento estabilizador:
Mstab = 6.60 (kN*m)
Moment de vuelco:
Mrenv = 0.00 (kN*m)
Estabilidad al vuelco:

1.3
Diseño de hormigón armado
1.3.1
Hipótesis
 Hormigón expuesto a la acción del medio ambiente : no
1.3.2
Análisis de punzonamiento y de cortante
Punzonamiento
Combinación dimensionante:
Coeficentes de carga:
ELU : 0.90G1
0.90 * peso de la cimentación
0.90 * peso del suelo
Carga de diseño:
Nr = 14.84 (kN)
Mx = -0.00 (kN*m)
My = 0.00
(kN*m)
Longitud del perímetro crítico:
Fuerza de punzonamiento:
altura útil de la sección
Tensión cortante:
Tensión cortante admisible:
Coeficiente de seguridad:
1.3.3
2.97 (m)
-0.00 (kN)
heff = 0.24 (m)
-0.00 (MPa)
1.11 (MPa)

Armadura teórica
Cimentación aislada:
Armaduras inferiores:
My = 0.00 (kN*m)
Asx = 0.00 (cm2/m)
Mx = 0.00 (kN*m)
Asy = 0.00 (cm2/m)
As min
= 0.00 (cm2/m)
ELS : 1.00G1
My = -0.04 (kN*m)
A'sx
= 5.32 (cm2/m)
ELS : 1.00G1
Mx = -0.04 (kN*m)
A'sy
= 5.32 (cm2/m)
As min
= 5.32 (cm2/m)
Armaduras superiores:
Fuste:
Armaduras longitudinales
A
Asx
A
= 25.25 (cm2) A mín. = 25.25 (cm2)
= 2 * (Asx + Asy)
= 6.34 (cm2) Asy
= 6.28 (cm2)
1.3.4
Armadura real
2.3.1 Cimentación aislada:
Armaduras inferiores:
Dirección X:
2 Grade 420 16
l = 0.70 (m)
e = 1*-0.22 + 1*0.45
l = 0.70 (m)
e = 1*-0.22 + 1*0.45
l = 0.70 (m)
e = 1*-0.29 + 3*0.20
l = 0.70 (m)
e = 1*-0.29 + 3*0.20
Dirección Y:
2 Grade 420 16
Superiores:
Dirección X:
4 Grade 420 13
Dirección Y:
4 Grade 420 13
2.3.2 Fuste
Armaduras longitudinales
Dirección X:
5 Grade 300 13
l = 2.20 (m)
e = 1*-0.16 + 4*0.08
l = 2.25 (m)
e = 1*-0.16 + 4*0.08
Dirección Y:
5 Grade 300 13
Armaduras transversales
4 Grade 300 10
2
l = 1.73 (m)
e = 1*0.30 + 1*0.20 + 2*0.10
Cuantitativo:
 Volumen del hormigón
 Superficie de encofrado
= 0.32 (m3)
= 1.97 (m2)
 Acero Grade 420
 Peso total
 Densidad
 Diámetro medio
 Lista según diámetros:
Diámetro
13
16
Longitud
(m)
0.70
0.70
 Acero Grade 300
 Peso total
 Densidad
 Diámetro medio
 Lista según diámetros:
Diámetro
10
13
13
= 0.101 (kN)
= 0.320 (kN/m3)
= 1.4 (cm)
Número de elementos idénticos:
8
4
= 0.269 (kN)
= 0.850 (kN/m3)
= 1.2 (cm)
Longitud
(m)
1.73
2.20
2.25
Número de elementos idénticos:
4
5
5
DETALLES DE LA ESTRUCTURA.
VIGAS SISMICAS
PEDESTALES
CONEXIONES