2. MEMORIA DE CALCULO PANELES TILT-UP EJE-X1 KRONOS IV

DISEÑO MUROS TILT-UP
KRONOS IV
PARQUE INDUSTRIAL KRONOS 5
APODACA, N.L.
ING. BRAULIO BONILLA A.
CED. PROF. 5520327
DISEÑO ESTRUCTURAL
DE MUROS TILT-UP
EJE-X1
ING. BRAULIO BONILLA A.
CED. PROF. 5520327
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
14-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
TILT-UP WALLS LOAD ANALYSIS GRID-X1
I
DEAD LOAD
I.1
SURFACE DEAD LOAD
I.1.1
TILT-UP SELF WEIGHT
THE ENGINEERING SOFTWARE INTERNALY CALCULATE
I.1.2
NOT STRUCTURAL THICKNESS WALL
I.2
LINEAR DEAD LOAD
I.2.1
MAIN BUILDING LINEAR ROOF DEAD LOAD
( 10.00 psf )
(29.00 ft) =
II
LIVE LOAD
II.1
SURFACE LIVE LOADS
II.1.1
ROOF LIVE LOAD
II.2
LINEAR LIVE LOAD
II.2.1
MAIN BUILDING LINEAR ROOF LIVE LOAD
( 20.00 psf )
(29.00 ft) =
0.00 psf
290.0 #/ft
20.00 psf
580.0 #/ft
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
14-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
III
WIND LOAD
(ASCE 7-10)
III.1
SURFACE WIND LOADS
BASIC WIND SPEED
EXPOSURE
RISK CATEGORY
EAVE HIGHT
RIDGE HIGHT
III.1.1
90.0 MPH
C
II
34.10 FT
40.65 FT
SURFACE WIND LOAD ON WALLS
WINDWARD ZONE 4 WALL
LEEWARD ZONE 4 WALL
WINDWARD ZONE 5 WALL
LEEWARD ZONE 5 WALL
> 500 ft²
> 500 ft²
> 500 ft²
> 500 ft²
12.03
13.75
12.03
18.90
psf
psf
psf
psf
WINDWARD ZONE 4 WALL PARAPET
LEEWARD ZONE 4 WALL PARAPET
WINDWARD ZONE 5 WALL PARAPET
LEEWARD ZONE 5 WALL PARAPET
> 500 ft²
> 500 ft²
> 500 ft²
> 500 ft²
12.79
33.54
12.79
45.73
psf
psf
psf
psf
III.2
LINEAR WIND LOADS
III.2.1
SURFACE WIND LOAD ON ROOF
WINDWARD END ZONE
LEEWARD END ZONE
III.2.1.1
III.2.1.2
9.60 psf
22.64 psf
MAIN BUILDING LINEAR ROOF WIND LOAD WINDWARD
( 9.60 psf )
(29.000 ft) =
278.4 #/ft
MAIN BUILDING LINEAR ROOF WIND LOAD LEEWARD
( 22.64 psf )
(29.000 ft) =
656.6 #/ft
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
14-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
IV
EARTHQUAKE LOAD (CFE 2008)
IV.1
SURFACE SEISMIC LOAD
BUILDING TYPE
SEISMIC COEF. c=
B
0.119
Ws = c * (W MASS)
W MASS 8.0" WALL
( 150.00 pcf )
IV.1.1
(0.6667 ft)
=
SEISMIC 8in WALL LOADS
( 0.119 )
V
LOADS AND LOAD COMBINATIONS
V.1
INDEPENDENT LOADS
DL
LL
WL1
WL2
EL1
EL2
LOAD COMBINATIONS
V.2.1
SERVICE LOAD COMBINATIONS
COMB-1
COMB-2
COMB-3
COMB-4
COMB-5
COMB-6
COMB-7
COMB-8
COMB-9
COMB-10
COMB-11
COMB-12
11.90 psf
(ASCE 7-10 Sec. 2.4.1 / IBC 2015 Sec. 1605.3)
DL
DL + 0.75LL
DL + 0.60WL1
DL + 0.60WL2
DL + 0.70EL1
DL + 0.70EL2
DL + 0.75(0.60WL1) + 0.75(LL)
DL + 0.75(0.60WL2) + 0.75(LL)
0.60(DL) + 0.60WL1
0.60(DL) + 0.60WL2
0.60(DL) + 0.70(EL1)
0.60(DL) + 0.70(EL2)
ULTIMATE LOAD COMBINATIONS
COMB-13
COMB-14
COMB-15
COMB-16
COMB-17
COMB-18
COMB-19
COMB-20
COMB-21
COMB-22
COMB-23
( 100.00 psf ) =
DEAD LOAD
LIVE LOAD
WIND LOAD DIRECTION-1
WIND LOAD DIRECTION-2
EARTHQUAKE LOAD DIRECTION-1
EARTHQUAKE LOAD DIRECTION-2
V.2
V.2.2
100.00 psf
IBC (16-8)
IBC (16-11)
IBC (16-12)
IBC (16-12)
IBC (16-12)
IBC (16-12)
IBC (16-13)
IBC (16-13)
IBC (16-15)
IBC (16-15)
IBC (16-16)
IBC (16-16)
(IBC 2015 Sec. 1605.2 / ACI 318-14 Sec. 5.3.1 / ASCE 7-10 Sec. 2.3.2)
1.40DL
1.20DL + 1.60LL + 0.50WL1
1.20DL + 1.60LL + 0.50WL2
1.20DL + WL1 + 0.50LL
1.20DL + WL2 + 0.50LL
1.20DL + EL1
1.20DL + EL2
0.90DL + WL1
0.90DL + WL2
0.90DL + EL1
0.90DL + EL2
IBC (16-1)
IBC (16-3)
IBC (16-3)
IBC (16-4)
IBC (16-4)
IBC (16-5)
IBC (16-5)
IBC (16-6)
IBC (16-6)
IBC (16-7)
IBC (16-7)
ACI (5.3.1a)
ACI (5.3.1c)
ACI (5.3.1c)
ACI (5.3.1d)
ACI (5.3.1d)
ACI (5.3.1e)
ACI (5.3.1e)
ACI (5.3.1f)
ACI (5.3.1f)
ACI (5.3.1g)
ACI (5.3.1g)
MecaWind v2385
Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright © 2020
Calculations Prepared by:
OSSEOUS STRUCTURAL ENGINEERING
VIA LUDILO #9730
NATURA-2
RESIDENCIAL GARDENO
JUAREZ, CHIHUAHUA, 32668
Date: Jul 19, 2021
Designer: BBA
Calculations Prepared For:
Client:
GC PRECOLADOS
Project #:
21-017 OSE
Location:
APODACA, N.L.
Description:
KRONOS IV
File Location:
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\ANALISIS DE CARGAS\
WIND LOAD ANALYSIS ASCE 7-10 KRONOS IV.wnd
Basic Wind Parameters
Wind Load Standard
Wind Design Speed
Structure Type
= ASCE 7-10
= 90.0 mph
= Building
Exposure Category
Risk Category
Building Type
= C
= II
= Enclosed
General Wind Settings
Incl_LF
= Include ASD Load Factor of 0.6 in Pressures
DynType
= Dynamic Type of Structure
NF
= Natural Frequency of Structure (Mode 1)
Alt
= Altitude (Ground Elevation) above Sea Level
Bdist
= Base Elevation of Structure
SDB
= Simple Diaphragm Building
Reacs
= Show the Base Reactions in the output
MWFRSType = MWFRS Method Selected
=
=
=
=
=
=
=
=
Topographic Factor per Fig 26.8-1
Topo
= Topographic Feature
Kzt
= Topographic Factor
= None
= 1.000
Building Inputs
RoofType: Building Roof Type
L
: Length Along Ridge
RE
: Roof Entry Method
Theta
: Roof Slope
PHt
: Height of Parapet
P_GCPi : Parapet Int Press
=
=
=
=
=
=
Gabled
696.000 ft
Ridge
3.02 Deg
11.280 ft
+/-0.00
Exposure Constants per Table 26.9-1:
Alpha: Const from Table 26.9-1= 9.500
At:
Const from Table 26.9-1= 0.105
Am:
Const from Table 26.9-1= 0.154
C:
Const from Table 26.9-1= 0.200
W
EHt
RHt
Par
Por
Zg:
Bt:
Bm:
Eps:
:
:
:
:
:
Width Perp to Ridge=
Eave Height
=
Ridge Height
=
Is there a Parapet =
Parapet Porosity
=
Const
Const
Const
Const
from
from
from
from
Table
Table
Table
Table
26.9-1=
26.9-1=
26.9-1=
26.9-1=
Overhang Inputs:
Std
= Overhangs on all sides are the same
OHType
= Type of Roof Wall Intersections
True
Rigid
1.923 Hz
1410.000 ft
0.000 ft
False
False
Ch 27 Pt 1
248.000 ft
34.100 ft
40.650 ft
True
Solid
900.000 ft
1.000
0.650
0.200
= True
= None
Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1:
19/07/2021 23:09:06 p. m.
1/6
Theta
h
Zh
Kh
Kzt
Kd
GCPi
RA
LF
AirDens
Const
qh
qin
qip
Gust
Gust
G1
Gust
Zm
Izm
Lzm
Q
G2
Gust
G
=
=
=
=
=
=
=
=
=
=
=
=
=
=
Factor
Factor
=
Factor
=
=
=
=
=
Factor
=
Roof Slope in Degrees
Mean Roof Height: Theta <= 10 Deg use Eave Height
Mean Roof Height for Kh: h + Base_Dist
Since 15 ft [4.572 m] < Zh < Zg --> 2.01 * (Zh/zg)^(2/Alpha)
Topographic Factor is 1 since no Topographic feature specified
Wind Directionality Factor per Table 26.6-1
Ref Table 26.11-1 for Enclosed Building
Roof Area
Load Factor based upon ASD Design
Alt above sea level entered, Air density per Table C27.3-2
Velocity Press Const: 0.5*[AirDens/32.2]*[5280/3600]^2
(0.00245 * Kh * Kzt * Kd * V^2) * LF
For Negative Internal Pressure of Enclosed Building use qh*LF
For Positive Internal Pressure of Enclosed Building use qh*LF
Calculation:
Category I Rigid Structures - Simplified Method
For Rigid Structures (Nat. Freq.>1 Hz) use 0.85
Category II Rigid Structures - Complete Analysis
0.6 * Ht
Cc * (33 / Zm) ^ 0.167
L * (Zm / 33) ^ Epsilon
(1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5
0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
Used in Analysis
Lessor Of G1 Or G2
=
=
=
=
=
=
=
=
=
=
=
=
=
=
3.02 Deg
34.100 ft
34.100 ft
1.009
1.000
0.85
+/-0.18
172848.64 sq ft
0.60
0.0733 lb/ft^3
0.00245
10.21 psf
10.21 psf
10.21 psf
= 0.85
=
=
=
=
=
20.460 ft
0.217
454.410
0.826
0.835
= 0.835
MWFRS Wind Normal to Ridge (Ref Fig 27.4-1}
h
= Mean Roof Height Of Building
hp
= Height to the top of the Parapet
RHt
= Ridge Height Of Roof
B
= Horizontal Dimension Of Building Normal To Wind Direction
L
= Horizontal Dimension Of building Parallel To Wind Direction
L/B
= Ratio Of L/B used For Cp determination
h/L
= Ratio Of h/L used For Cp determination
Slope
= Slope of Roof
Roof_1
= Roof Coeff (0 to h) (0.000 ft to 34.100 ft)
Roof_2
= Roof Coeff (h to 2h) (34.100 ft to 68.200 ft)
Roof_3
= Roof Coeff (>2h) (>68.200 ft)
Cp_WW
= Windward Wall Coefficient (All L/B Values)
Cp_LW
= Leward Wall Coefficient Using L/B
Cp_SW
= Side Wall Coefficient (All L/B values)
GCpn_WW
= Parapet Combined Net Pressure Coefficient (Windward Parapet)
GCpn_LW
= Parapet Combined Net Pressure Coefficient (Leeward Parapet)
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
34.100 ft
51.930 ft
40.650 ft
696.000 ft
248.000 ft
0.356
0.137
3.02 Deg
-0.18, -0.9
-0.18, -0.5
-0.18, -0.3
0.80
-0.50
-0.70
1.50
-1.00
Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge
All wind pressures include a load factor of 0.6
Elev
ft
----45.38
40.65
34.10
Kz
Kzt
qz
----1.072
1.047
1.009
----1.000
1.000
1.000
psf
----10.84
10.59
10.21
GCPi
------Parapet
Parapet
0.18
Windward
Press
psf
-------16.26
15.89
4.98
Leeward
Press
psf
-------10.84
-10.59
-6.10
Side
Press
psf
-----5.97
-5.97
-7.81
Total
Press
psf
----27.10
26.48
11.08
Minimum
Pressure*
psf
--------9.60
9.60
9.60
Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge
All wind pressures include a load factor of 0.6
Elev
ft
----45.38
40.65
34.10
Kz
Kzt
qz
----1.072
1.047
1.009
----1.000
1.000
1.000
psf
----10.84
10.59
10.21
GCPi
------Parapet
Parapet
-0.18
Windward
Press
psf
-------16.26
15.89
8.66
Leeward
Press
psf
-------10.84
-10.59
-2.43
Side
Press
psf
-----5.97
-5.97
-4.13
Total
Press
psf
----27.10
26.48
11.08
Minimum
Pressure*
psf
--------9.60
9.60
9.60
Notes Wall Pressures:
Kz
= Velocity Press Exp Coeff
Kzt
= Topographical Factor
qz
= 0.00245*Kz*Kzt*Kd*V^2
GCPi
= Internal Press Coefficient
Side
= qh * G * Cp_SW - qip * +GCPi
Windward = qz * G * Cp_WW - qip * +GCPi
Leeward = qh * G * Cp_LW - qip * +GCPi
Total
= Windward Press - Leeward Press
* Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls
Windward Parapet = qz*GCpn_WW
Leeward Parapet = qz*GCpn_LW
+ Pressures Acting TOWARD Surface
- Pressures Acting AWAY from Surface
19/07/2021 23:09:06 p. m.
2/6
Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Normal to Ridge
All wind pressures include a load factor of 0.6
Roof Var
----------Roof_1 (+Y)
Roof_2 (+Y)
Roof_3 (+Y)
Start
End
Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure
Dist
Dist
Pn_min* Pp_min*
Pn_max
Pp_max
ft
ft
psf
psf
psf
psf
------ ------- ------ ------ ----- -------- -------- -------- -------0.000 34.100 -0.180 -0.900 0.180
0.30
-3.37
-5.84
-9.51
34.100 68.200 -0.180 -0.500 0.180
0.30
-3.37
-2.43
-6.10
68.200 248.000 -0.180 -0.300 0.180
0.30
-3.37
-0.72
-4.39
Notes Roof Pressures:
Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge
Cp_Max
= Largest Coefficient Magnitude Cp_Min
= Smallest Coefficient Magnitude
Pp_max
= qh*G*Cp_max - qip*(+GCPi)
Pn_max
= qh*G*Cp_max - qin*(-GCpi)
Pp_min*
= qh*G*Cp_min - qip*(+GCPi)
Pn_min* = qh*G*Cp_min - qin*(-GCPi)
OH = Overhang
X = Dir along Ridge
Y = Dir Perpendcular to Ridge Z = Vertical
* The smaller uplift pressures due to Cp_Min can become critical when wind is combined
with roof live load or snow load; load combinations are given in ASCE 7
+ Pressures Acting TOWARD Surface
- Pressures Acting AWAY from Surface
MWFRS Wind Parallel to Ridge (Ref Fig 27.4-1}
h
= Mean Roof Height Of Building
hp
= Height to the top of the Parapet
RHt
= Ridge Height Of Roof
B
= Horizontal Dimension Of Building Normal To Wind Direction
L
= Horizontal Dimension Of building Parallel To Wind Direction
L/B
= Ratio Of L/B used For Cp determination
h/L
= Ratio Of h/L used For Cp determination
Slope
= Slope of Roof
Roof_1
= Roof Coeff (0 to h) (0.000 ft to 34.100 ft)
Roof_2
= Roof Coeff (h to 2h) (34.100 ft to 68.200 ft)
Roof_3
= Roof Coeff (>2h) (>68.200 ft)
Cp_WW
= Windward Wall Coefficient (All L/B Values)
Cp_LW
= Leward Wall Coefficient Using L/B
Cp_SW
= Side Wall Coefficient (All L/B values)
GCpn_WW
= Parapet Combined Net Pressure Coefficient (Windward Parapet)
GCpn_LW
= Parapet Combined Net Pressure Coefficient (Leeward Parapet)
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
34.100 ft
51.930 ft
40.650 ft
248.000 ft
696.000 ft
2.806
0.049
3.02 Deg
-0.18, -0.9
-0.18, -0.5
-0.18, -0.3
0.80
-0.26
-0.70
1.50
-1.00
Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge
All wind pressures include a load factor of 0.6
Elev
ft
----45.38
40.65
34.10
Kz
Kzt
qz
----1.072
1.047
1.009
----1.000
1.000
1.000
psf
----10.84
10.59
10.21
GCPi
------Parapet
Parapet
0.18
Windward
Press
psf
-------16.26
15.89
4.98
Leeward
Press
psf
-------10.84
-10.59
-4.05
Side
Press
psf
-----5.97
-5.97
-7.81
Total
Press
psf
----27.10
26.48
9.03
Minimum
Pressure*
psf
--------9.60
9.60
9.60
Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge
All wind pressures include a load factor of 0.6
Elev
ft
----45.38
40.65
34.10
Kz
Kzt
qz
----1.072
1.047
1.009
----1.000
1.000
1.000
psf
----10.84
10.59
10.21
GCPi
------Parapet
Parapet
-0.18
Windward
Press
psf
-------16.26
15.89
8.66
Leeward
Press
psf
-------10.84
-10.59
-0.38
Side
Press
psf
-----5.97
-5.97
-4.13
Total
Press
psf
----27.10
26.48
9.03
Minimum
Pressure*
psf
--------9.60
9.60
9.60
Notes Wall Pressures:
Kz
= Velocity Press Exp Coeff
Kzt
= Topographical Factor
qz
= 0.00245*Kz*Kzt*Kd*V^2
GCPi
= Internal Press Coefficient
Side
= qh * G * Cp_SW - qip * +GCPi
Windward = qz * G * Cp_WW - qip * +GCPi
Leeward = qh * G * Cp_LW - qip * +GCPi
Total
= Windward Press - Leeward Press
* Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls
Windward Parapet = qz*GCpn_WW
Leeward Parapet = qz*GCpn_LW
+ Pressures Acting TOWARD Surface
- Pressures Acting AWAY from Surface
Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Parallel to Ridge
All wind pressures include a load factor of 0.6
Roof Var
Start
Dist
ft
End
Dist
ft
Cp_min Cp_max GCPi
Pressure Pressure Pressure Pressure
Pn_min* Pp_min*
Pn_max
Pp_max
psf
psf
psf
psf
19/07/2021 23:09:06 p. m.
3/6
----------- ------ ------Roof_1 (+Y) 0.000 34.100
Roof_2 (+Y) 34.100 68.200
Roof_3 (+Y) 68.200 696.000
------0.180
-0.180
-0.180
------0.900
-0.500
-0.300
----- -------- -------- -------- -------0.180
0.30
-3.37
-5.84
-9.51
0.180
0.30
-3.37
-2.43
-6.10
0.180
0.30
-3.37
-0.72
-4.39
Notes Roof Pressures:
Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge
Cp_Max
= Largest Coefficient Magnitude Cp_Min
= Smallest Coefficient Magnitude
Pp_max
= qh*G*Cp_max - qip*(+GCPi)
Pn_max
= qh*G*Cp_max - qin*(-GCpi)
Pp_min*
= qh*G*Cp_min - qip*(+GCPi)
Pn_min* = qh*G*Cp_min - qin*(-GCPi)
OH = Overhang
X = Dir along Ridge
Y = Dir Perpendcular to Ridge Z = Vertical
* The smaller uplift pressures due to Cp_Min can become critical when wind is combined
with roof live load or snow load; load combinations are given in ASCE 7
+ Pressures Acting TOWARD Surface
- Pressures Acting AWAY from Surface
Components and Cladding (C&C) Zone Summary per Ch 30 Pt 4:
19/07/2021 23:09:06 p. m.
4/6
h
LF
Kzt
EAF
LHD
a1
a
2a
V
=
=
=
=
=
=
=
=
=
Mean Roof Height
Load Factor based upon ASD Design
Topographic Factor is 1 since no Topographic feature specified
Exposure Adjusment Factor per Table 30.7-2
Least Horizontal Dimension: Min(B, L)
Min(0.1 * LHD, 0.4 * h
Max(a1, 0.04 * LHD, 3 ft [0.9 m])
Parameter used to define zone width: 2*a
Velocity has been increased to meet the min per Table 30.7-2
=
=
=
=
=
=
=
=
=
34.100 ft
0.60
1.000
1.000
248.000 ft
13.640 ft
13.640 ft
27.280 ft
110.0 mph
Wind Pressure Summary for C&C Zones based Upon Areas Ch 30 Pt 4
All wind pressures include a load factor of 0.6
Zone
|
|
Table
|
|
A <=
10.00 sq ft
psf
19/07/2021 23:09:06 p. m.
|
|
A >
500.00 sq ft
psf
5/6
------------------1
2
3
4
4_P (P1/P4)
4_P (P3/P2)
4_P (P1-P2)/(P3-P4)
5
5_P (P1/P4)
5_P (P3/P2)
5_P (P1-P2)/(P3-P4)
|
|
|
|
|
|
|
|
|
|
|
-----30.7-2
30.7-2
30.7-2
30.7-2
30.7.2
30.7.2
30.7.2
30.7-2
30.7.2
30.7.2
30.7.2
|
|
|
|
|
|
|
|
|
|
|
-----------9.60 -25.16
9.60 -39.44
9.60 -53.79
17.18 -17.18
18.27 -18.27
18.27 -41.93
60.20 36.54
17.18 -31.51
18.27 -33.48
18.27 -57.16
75.43 51.75
|
|
|
|
|
|
|
|
|
|
|
-----------9.60 -22.64
9.60 -31.56
9.60 -43.03
12.03 -13.75
12.79 -14.62
12.79 -33.54
46.33 27.41
12.03 -18.90
12.79 -20.09
12.79 -45.73
58.52 32.88
* A is effective wind area for C&C: Span Length * Effective Width
* Effective width need not be less than 1/3 of the span length
* Maximum and minimum values of pressure shown.
* + Pressures acting toward surface, - Pressures acting away from surface
*Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] {Includes LF}
_P represents a zone on the parapet
Parapet C&C Surface (P1/P4) - Maximum Positive and Negative Pressures on Exterior Parapet Surfaces
Parapet C&C Surface (P3/P2) - Maximum Positive and Negative Pressures on Interior Parapet Surfaces
Parapet Net Pressure (P1-P2) - Net Pressure Acting on Upwind Parapet (Exterior + Interior)
Parapet Net Pressure (P3-P4) - Net Pressure Acting on Downwind Parapet (Exterior + Interior)
* Interpolation can be used for values of A that are between those values shown.
19/07/2021 23:09:06 p. m.
6/6
CHAPTER 30 WIND LOADS – COMPONENTS AND CLADDING
h £ 160 ft.
Components and Cladding – Part 4
Table 30.7-2
C & C Zones
C&C
Wall and Roof Pressures
Enclosed Buildings
2
2
3
3
3
3
1
3
2
a
3
a
1
a
2
2a
2a
5
3
2
2
a
3
5
4
1
2
5
3
2
4
4
3
4
5
a
a
5
5
Gable Roof
Flat Roof
θ < 10 deg
3
2a
3
2
3
2
1
4a
2
2
2a
a
3
1
1
2
5
a
4
4
4
3
2a
3
a
a
2
3
5
a
5
4
a
5
Hip Roof
Monoslope Roof
3
2
3
1
a
1
4
2
a
5
322
5
3
5
a
4
Mansard Roof
KRONOS IV
CFE 2008
ESTRUCTURA GRUPO B
APODACA, N.L.
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-01
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.307
0.307
0.307
0.307
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.51
1.51
1.51
1.51
84.5
84.5
84.5
84.5
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.165
0.165
0.165
0.165
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 11:03:53 AM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 3.7936 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.165
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 11:03:53 AM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-18.900
Yes
WL2-PAR
D
0.000
0.000
-45.730
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 11:03:53 AM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1.009
4
3.027
5
4.036
7
6.054
8
7.063
10
9.08
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
0.986
5
1.972
7
3.944
8
4.93
10
6.902
11
7.888
13
9.86
14
10.846
16
12.818
17
13.804
19
15.776
20
16.762
22
18.734
23
19.72
25
21.692
26
22.678
28
24.65
29
25.636
31
27.608
32
28.594
34
30.566
35
31.552
37
33.524
38
34.52
40
36.5
41
37.49
43
39.47
44
40.46
46
42.44
47
43.43
49
45.42
No. Coord. (ft)
--- -----------3
2.018
6
5.045
9
8.072
No. Coord. (ft)
--- -----------3
0
6
2.958
9
5.916
12
8.874
15
11.832
18
14.79
21
17.748
24
20.706
27
23.664
30
26.622
33
29.58
36
32.538
39
35.51
42
38.48
45
41.45
48
44.42
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.008 in; Dz,min = -0.099 in
07-20-2021, 11:01:05 AM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
07-20-2021, 11:02:12 AM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.074 k-ft/ft; Mxx,min = -1.036 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
07-20-2021, 11:02:44 AM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 0.792 k-ft/ft; Myy,min = -3.059 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
07-20-2021, 10:58:43 AM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-01.wal
07-20-2021, 10:59:59 AM
21-017 OSE KRONOS IV
USE
#5 @ 12" O.C.
Asprov= 0.307 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.177 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-02 05
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.307
0.307
0.307
0.368
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.51
1.51
1.51
1.63
84.5
84.5
84.5
98.3
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.165
0.165
0.165
0.192
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
21-017 OSE KRONOS IV
07-20-2021, 12:33:53 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 12:35:08 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
Page 1
SERVICE COMBINATIONS: REACTIONS
===============================
Force (Fx, Fy, Fz): kips, Moment (Mx, My, Mz): k-ft
Service combination: DL
Node
----18
34
69
85
120
136
Fx
Fy
Fz
Mx
------------ ------------ ------------ -----------3.0617e+000 2.8285e+000 7.5497e-002 -9.2519e-018
-3.0627e+000 2.8287e+000 7.2669e-002 -6.5919e-017
3.1294e-001 4.6327e+000 7.5813e-002 1.0553e-017
-3.1292e-001 4.6330e+000 9.8228e-002 -4.1055e-017
-1.9214e+000 3.8107e+000 -1.9419e-001 -2.2667e-016
1.9223e+000 3.8110e+000 -1.8107e-001 -9.6277e-017
My
Mz
------------ ------------3.7007e-016 1.4803e-016
1.1102e-016 -4.0593e-016
-4.9946e-017 4.6259e-016
1.8966e-016 7.9797e-016
9.2519e-017 -4.0708e-016
-1.4803e-016 1.5451e-015
Sum of forces with respect to center of gravity (X, Y) = (8.21, 5.41) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 -2.2545e+001 0.0000e+000 1.5872e+000 0.0000e+000 1.0553e-008
React -1.3101e-014 2.2545e+001 -3.9690e-015 -1.5872e+000 -7.2482e-007 4.6422e-013
Service combination: LL
Node
----18
34
69
85
120
136
Fx
Fy
Fz
Mx
My
Mz
------------ ------------ ------------ ------------ ------------ -----------1.3138e+000 1.0922e+000 1.5103e-001 1.1102e-016 -5.5511e-017 -9.2519e-018
-1.3142e+000 1.0923e+000 1.4538e-001 -3.9320e-017 0.0000e+000 1.3993e-016
2.2382e-001 2.0147e+000 1.5156e-001 -3.2707e-017 -2.2812e-016 1.0177e-016
-2.2380e-001 2.0148e+000 1.9640e-001 1.9313e-016 1.5728e-016 3.7701e-016
-8.5933e-001 1.6547e+000 -3.8837e-001 3.9783e-016 -2.5905e-016 0.0000e+000
8.5974e-001 1.6548e+000 -3.6212e-001 3.7643e-016 -2.4055e-016 -1.4803e-016
Sum of forces with respect to center of gravity (X, Y) = (8.21, 5.41) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 -9.5236e+000 0.0000e+000 3.1745e+000 0.0000e+000 -7.7854e-009
React -9.7700e-015 9.5236e+000 -1.0314e-013 -3.1745e+000 -5.6891e-007 2.2027e-013
Service combination: WL1
Node
----18
34
69
85
120
136
Fx
------------6.2972e-001
6.2992e-001
-1.0728e-001
1.0727e-001
4.1188e-001
-4.1208e-001
Fy
------------5.2352e-001
-5.2355e-001
-9.6567e-001
-9.6574e-001
-7.9310e-001
-7.9317e-001
Fz
------------2.8565e-001
-2.9724e-001
-5.7612e-002
6.8046e-002
1.7155e-002
1.0024e-001
Mx
My
Mz
------------ ------------ ------------2.2204e-016 0.0000e+000 6.2450e-017
-3.4232e-016 -2.9606e-016 2.6021e-018
-6.0137e-017 -3.2382e-016 -4.3946e-017
-6.4763e-017 4.2559e-016 1.1565e-018
9.2519e-018 2.3130e-017 -6.4763e-017
-1.1825e-016 1.8504e-017 -1.1565e-017
Sum of forces with respect to center of gravity (X, Y) = (8.21, 5.41) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 4.5648e+000 2.1974e+000 -1.3421e+000 -1.0489e-010 -1.7884e-009
React 3.4417e-015 -4.5648e+000 -2.1974e+000 1.3421e+000 6.4417e-007 -9.4739e-014
Service combination: WL2
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 -1.4860e+000 -1.2354e+000 -7.2971e-002 1.2953e-016 5.3661e-016 1.5728e-016
34 1.4864e+000 -1.2354e+000 -3.0208e-002 5.5511e-017 -5.9212e-016 -1.4919e-016
69 -2.5314e-001 -2.2787e+000 -2.1064e-001 6.0137e-017 1.4803e-016 -9.2519e-018
85 2.5313e-001 -2.2789e+000 -6.1073e-001 1.2027e-016 4.4409e-016 -3.2613e-016
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 12:35:08 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
Page 2
120 9.7193e-001 -1.8715e+000
136 -9.7239e-001 -1.8717e+000
1.2121e+000 5.9212e-016
9.6066e-001 -1.3646e-016
2.2204e-016 1.1102e-016
4.4409e-016 -1.4687e-016
Sum of forces with respect to center of gravity (X, Y) = (8.21, 5.41) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 1.0772e+001 -3.9594e+000 -8.2624e+000 2.4428e-011 -9.9588e-009
React 6.1062e-015 -1.0772e+001 3.9594e+000 8.2624e+000 -5.2300e-006 -2.4632e-013
Service combination: EL1
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 0.0000e+000 0.0000e+000 2.3809e-002 -5.7824e-017 -1.5728e-016 0.0000e+000
34 0.0000e+000 0.0000e+000 1.2532e-002 5.7824e-019 -9.2519e-017 0.0000e+000
69 0.0000e+000 0.0000e+000 -3.4941e-003 -3.4694e-017 3.0069e-017 0.0000e+000
85 0.0000e+000 0.0000e+000 1.0256e-001 3.9320e-017 2.7756e-017 0.0000e+000
120 0.0000e+000 0.0000e+000 -2.6643e-001 -4.6259e-017 -2.5905e-016 0.0000e+000
136 0.0000e+000 0.0000e+000 -1.9964e-001 -2.3824e-016 -5.5511e-017 0.0000e+000
Sum of forces with respect to center of gravity (X, Y) = (8.21, 5.41) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 0.0000e+000 1.0581e+000 1.8891e+000 -2.7543e-014 0.0000e+000
React 0.0000e+000 0.0000e+000 -1.0581e+000 -1.8891e+000 2.9517e-013 0.0000e+000
Service combination: EL2
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 0.0000e+000 0.0000e+000 -2.3809e-002 5.7824e-017 1.5728e-016 0.0000e+000
34 0.0000e+000 0.0000e+000 -1.2532e-002 -5.7824e-019 9.2519e-017 0.0000e+000
69 0.0000e+000 0.0000e+000 3.4941e-003 3.4694e-017 -3.0069e-017 0.0000e+000
85 0.0000e+000 0.0000e+000 -1.0256e-001 -3.9320e-017 -2.7756e-017 0.0000e+000
120 0.0000e+000 0.0000e+000 2.6643e-001 4.6259e-017 2.5905e-016 0.0000e+000
136 0.0000e+000 0.0000e+000 1.9964e-001 2.3824e-016 5.5511e-017 0.0000e+000
Sum of forces with respect to center of gravity (X, Y) = (8.21, 5.41) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 0.0000e+000 -1.0581e+000 -1.8891e+000 2.7543e-014 0.0000e+000
React 0.0000e+000 0.0000e+000 1.0581e+000 1.8891e+000 -2.9517e-013 0.0000e+000
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
21-017 OSE KRONOS IV
07-20-2021, 12:39:03 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 12:39:53 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
Page 1
SERVICE COMBINATIONS: REACTIONS
===============================
Force (Fx, Fy, Fz): kips, Moment (Mx, My, Mz): k-ft
Service combination: DL
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 3.3331e+000 2.0196e+000 0.0000e+000 0.0000e+000 0.0000e+000 7.7716e-016
34 -3.3338e+000 2.0197e+000 0.0000e+000 0.0000e+000 0.0000e+000 -4.8160e-016
52 -3.3331e+000 2.0196e+000 0.0000e+000 0.0000e+000 0.0000e+000 2.2204e-016
68 3.3338e+000 2.0197e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.8504e-016
Sum of forces with respect to center of gravity (X, Y) = (8.21, 2.46) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 -8.0786e+000 0.0000e+000 0.0000e+000 0.0000e+000 -4.6666e-014
React 2.2204e-015 8.0786e+000 0.0000e+000 0.0000e+000 0.0000e+000 -1.3974e-013
Service combination: LL
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
34 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
52 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
68 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
Sum of forces with respect to center of gravity (X, Y) = (8.21, 2.46) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
React 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
Service combination: WL1
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 0.0000e+000 0.0000e+000 -2.4052e-001 8.8818e-016 3.8488e-015 0.0000e+000
34 0.0000e+000 0.0000e+000 -2.4052e-001 1.5728e-015 -9.1778e-015 0.0000e+000
52 0.0000e+000 0.0000e+000 -2.5371e-001 -2.6645e-015 1.4803e-016 0.0000e+000
68 0.0000e+000 0.0000e+000 -2.5371e-001 0.0000e+000 -2.0724e-015 0.0000e+000
Sum of forces with respect to center of gravity (X, Y) = (8.21, 2.46) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 0.0000e+000 9.8846e-001 2.9792e-002 -5.8194e-015 0.0000e+000
React 0.0000e+000 0.0000e+000 -9.8846e-001 -2.9792e-002 -7.3748e-013 0.0000e+000
Service combination: WL2
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 0.0000e+000 0.0000e+000 2.1412e-001 -1.9244e-015 -5.3291e-015 0.0000e+000
34 0.0000e+000 0.0000e+000 2.1412e-001 1.3693e-015 5.9212e-015 0.0000e+000
52 0.0000e+000 0.0000e+000 5.5738e-001 1.1842e-015 0.0000e+000 0.0000e+000
68 0.0000e+000 0.0000e+000 5.5738e-001 0.0000e+000 3.5527e-015 0.0000e+000
Sum of forces with respect to center of gravity (X, Y) = (8.21, 2.46) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 0.0000e+000 -1.5430e+000 -7.7577e-001 9.2334e-015 0.0000e+000
React 0.0000e+000 0.0000e+000 1.5430e+000 7.7577e-001 1.5590e-012 0.0000e+000
Service combination: EL1
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 0.0000e+000 0.0000e+000 -3.8525e-002 1.2583e-015 1.8504e-015 0.0000e+000
34 0.0000e+000 0.0000e+000 -3.8525e-002 3.7007e-016 -3.9228e-015 0.0000e+000
52 0.0000e+000 0.0000e+000 -2.0181e-001 -7.4015e-016 -1.4803e-016 0.0000e+000
68 0.0000e+000 0.0000e+000 -2.0181e-001 7.4015e-017 -7.4015e-016 0.0000e+000
Sum of forces with respect to center of gravity (X, Y) = (8.21, 2.46) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ ------------
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 12:39:54 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
Page 2
Loads
React
0.0000e+000
0.0000e+000
0.0000e+000 4.8068e-001 3.6903e-001 -2.8542e-015
0.0000e+000 -4.8068e-001 -3.6903e-001 -4.3846e-013
0.0000e+000
0.0000e+000
Service combination: EL2
Node
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------18 0.0000e+000 0.0000e+000 3.8525e-002 -1.2583e-015 -1.8504e-015 0.0000e+000
34 0.0000e+000 0.0000e+000 3.8525e-002 -3.7007e-016 3.9228e-015 0.0000e+000
52 0.0000e+000 0.0000e+000 2.0181e-001 7.4015e-016 1.4803e-016 0.0000e+000
68 0.0000e+000 0.0000e+000 2.0181e-001 -7.4015e-017 7.4015e-016 0.0000e+000
Sum of forces with respect to center of gravity (X, Y) = (8.21, 2.46) ft
Sum
Fx
Fy
Fz
Mx
My
Mz
----- ------------ ------------ ------------ ------------ ------------ -----------Loads 0.0000e+000 0.0000e+000 -4.8068e-001 -3.6903e-001 2.8542e-015 0.0000e+000
React 0.0000e+000 0.0000e+000 4.8068e-001 3.6903e-001 4.3846e-013 0.0000e+000
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 02:11:50 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 3.7936 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.165
1.000
1.000
1.000
Yes
CRACK-2
0.192
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 02:11:51 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
Page 2
POINT LOAD DEFINITIONS:
=======================
Fx, Fy, Fz: (kips)
Mx, My, Mz: (k-ft)
Eccentricity: (in)
Label Case
Fx
Fy
Fz
Mx
My
Mz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ---------- ---------- ---------- ------- -------DL-P03N3 A
3.060
-2.820
0.000
0.000
0.000
0.000
4.00
Yes
DL-P03N8 A
0.310
-4.630
0.000
0.000
0.000
0.000
4.00
Yes
DL-P03N1 A
-1.920
-3.810
0.000
0.000
0.000
0.000
4.00
Yes
DL-P04N3 A
3.330
-2.010
0.000
0.000
0.000
0.000
4.00
Yes
DL-P04N6 A
-3.330
-2.010
0.000
0.000
0.000
0.000
4.00
Yes
LL-P03N3 B
1.310
-1.090
-0.140
0.000
0.000
0.000
4.00
Yes
LL-P03N8 B
0.220
-2.010
-0.190
0.000
0.000
0.000
4.00
Yes
LL-P03N1 B
-0.860
-1.650
0.360
0.000
0.000
0.000
4.00
Yes
WL1-P03N C
-0.630
0.520
0.290
0.000
0.000
0.000
4.00
Yes
WL1-P03N C
-0.110
0.960
0.000
0.000
0.000
0.000
4.00
Yes
WL1-P03N C
0.410
0.790
-0.100
0.000
0.000
0.000
4.00
Yes
WL1-P04N C
0.000
0.000
0.240
0.000
0.000
0.000
4.00
Yes
WL1-P04N C
0.000
0.000
0.250
0.000
0.000
0.000
4.00
Yes
WL2-P03N D
1.480
1.230
0.000
0.000
0.000
0.000
4.00
Yes
WL2-P03N D
0.250
2.270
0.610
0.000
0.000
0.000
4.00
Yes
WL2-P03N D
0.970
1.870
-0.960
0.000
0.000
0.000
4.00
Yes
WL2-P04N D
0.000
0.000
-0.210
0.000
0.000
0.000
4.00
Yes
WL2-P04N D
0.000
0.000
-0.550
0.000
0.000
0.000
4.00
Yes
EL1-P03N E
0.000
0.000
-0.100
0.000
0.000
0.000
4.00
Yes
EL1-P03N E
0.000
0.000
0.200
0.000
0.000
0.000
4.00
Yes
EL1-P04N E
0.000
0.000
0.200
0.000
0.000
0.000
4.00
Yes
EL2-P03N F
0.000
0.000
0.100
0.000
0.000
0.000
4.00
Yes
EL2-P03N F
0.000
0.000
-0.200
0.000
0.000
0.000
4.00
Yes
EL2-P04N F
0.000
0.000
-0.200
0.000
0.000
0.000
4.00
Yes
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 02:11:51 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
Page 3
COMB-10
COMB-11
COMB-12
COMB-13
COMB-14
COMB-15
COMB-16
COMB-17
COMB-18
COMB-19
COMB-20
COMB-21
COMB-22
COMB-23
0.600
0.600
0.600
1.400
1.200
1.200
1.200
1.200
1.200
1.200
0.900
0.900
0.900
0.900
0.000
0.000
0.000
0.000
1.600
1.600
0.500
0.500
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.500
0.000
1.000
0.000
0.000
0.000
1.000
0.000
0.000
0.000
0.600
0.000
0.000
0.000
0.000
0.500
0.000
1.000
0.000
0.000
0.000
1.000
0.000
0.000
0.000
0.700
0.000
0.000
0.000
0.000
0.000
0.000
1.000
0.000
0.000
0.000
1.000
0.000
0.000
0.000
0.700
0.000
0.000
0.000
0.000
0.000
0.000
1.000
0.000
0.000
0.000
1.000
Ser.
Ser.
Ser.
Ult.
Ult.
Ult.
Ult.
Ult.
Ult.
Ult.
Ult.
Ult.
Ult.
Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 02:11:51 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
Page 4
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
0.991
4
2.973
5
3.964
7
5.946
8
6.937
10
8.919
11
9.91
13
11.892
14
12.883
16
14.865
17
15.856
19
17.838
20
18.83
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
0.9725
5
1.945
7
3.89
8
4.8625
10
6.8075
11
7.78
13
9.725
14
10.6975
16
12.8
17
13.92
19
15.968
20
16.992
22
19.04
23
20.064
25
22.112
26
23.136
28
25.184
29
26.208
31
28.256
32
29.28
34
31.34
35
32.48
37
34.76
38
35.786
40
37.84
41
38.7875
43
40.6825
44
41.63
46
43.525
47
44.4725
No. Coord. (ft)
--- -----------3
1.982
6
4.955
9
7.928
12
10.901
15
13.874
18
16.847
No. Coord. (ft)
--- -----------3
0
6
2.9175
9
5.835
12
8.7525
15
11.67
18
14.944
21
18.016
24
21.088
27
24.16
30
27.232
33
30.304
36
33.62
39
36.812
42
39.735
45
42.5775
48
45.42
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.005 in; Dz,min = -0.064 in
07-20-2021, 02:10:33 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
07-20-2021, 02:11:12 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.498 k-ft/ft; Mxx,min = -0.669 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
07-20-2021, 02:11:31 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 1.207 k-ft/ft; Myy,min = -2.193 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
07-20-2021, 02:08:18 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-02 05.wal
07-20-2021, 02:09:20 PM
Page 1
21-017 OSE KRONOS IV
USE
#5 @ 10" O.C.
Asprov= 0.368 in²/ft
USE
#5 @ 12" O.C.
Asprov= 0.307 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.199 in^2/ft; Asy,min = 0.144 in^2/ft
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-03
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.368
0.368
0.368
0.368
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.63
1.63
1.63
1.63
98.3
98.3
98.3
98.3
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.192
0.192
0.192
0.192
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 11:55:00 AM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 0.8664 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.192
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
dx
dy
dz
rx
ry
rz Assigned
-------- ----- ----- ----- ----- ----- ----- -------SP-WALL Fixed Fixed Fixed Free Free Free
Yes
SP-ROOF Free Free Fixed Free Free Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 11:55:00 AM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
10.83
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
10.83
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
EQ
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
DL
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
LL
0.000
1.000
0.000
0.000
0.000
0.000 Ser.
WL1
0.000
0.000
1.000
0.000
0.000
0.000 Ser.
WL2
0.000
0.000
0.000
1.000
0.000
0.000 Ser.
EL1
0.000
0.000
0.000
0.000
1.000
0.000 Ser.
EL2
0.000
0.000
0.000
0.000
0.000
1.000 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 11:55:00 AM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1.026
4
3.078
5
4.104
7
6.156
8
7.182
10
9.234
11
10.26
13
12.312
14
13.338
16
15.39
17
16.42
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1.33
4
3.61
5
4.75
7
7
8
7.83
10
9.83
11
10.83
No. Coord. (ft)
--- -----------3
2.052
6
5.13
9
8.208
12
11.286
15
14.364
No. Coord. (ft)
--- -----------3
2.47
6
6.17
9
8.83
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.001 in; Dz,min = -0.003 in
07-20-2021, 11:45:08 AM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
07-20-2021, 11:54:30 AM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.110 k-ft/ft; Mxx,min = -0.161 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
07-20-2021, 11:54:43 AM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 0.052 k-ft/ft; Myy,min = -0.343 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
07-20-2021, 11:41:47 AM
21-017 OSE KRONOS IV
USE
#4 @ 10" O.C.
Asprov= 0.24 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-03.wal
07-20-2021, 11:44:15 AM
21-017 OSE KRONOS IV
USE
#5 @ 10" O.C.
Asprov= 0.368 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.151 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-04
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.368
0.368
0.368
0.368
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.63
1.63
1.63
1.63
98.3
98.3
98.3
98.3
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.192
0.192
0.192
0.192
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 12:23:15 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 0.3936 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.192
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
dx
dy
dz
rx
ry
rz Assigned
-------- ----- ----- ----- ----- ----- ----- -------SP-WALL Fixed Fixed Fixed Free Free Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 12:23:15 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
4.92
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
4.92
0.000
0.000
-11.900
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
EQ
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
DL
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
LL
0.000
1.000
0.000
0.000
0.000
0.000 Ser.
WL1
0.000
0.000
1.000
0.000
0.000
0.000 Ser.
WL2
0.000
0.000
0.000
1.000
0.000
0.000 Ser.
EL1
0.000
0.000
0.000
0.000
1.000
0.000 Ser.
EL2
0.000
0.000
0.000
0.000
0.000
1.000 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 12:23:15 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1.026
4
3.078
5
4.104
7
6.156
8
7.182
10
9.234
11
10.26
13
12.312
14
13.338
16
15.39
17
16.42
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1.33
4
3.59
5
4.92
No. Coord. (ft)
--- -----------3
2.052
6
5.13
9
8.208
12
11.286
15
14.364
No. Coord. (ft)
--- -----------3
2.46
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.000 in; Dz,min = -0.011 in
07-20-2021, 12:05:14 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
07-20-2021, 12:05:37 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.651 k-ft/ft; Mxx,min = 0.070 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
07-20-2021, 12:06:00 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 0.009 k-ft/ft; Myy,min = -0.103 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
07-20-2021, 12:03:25 PM
21-017 OSE KRONOS IV
USE
#4 @ 10" O.C.
Asprov= 0.24 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-04.wal
07-20-2021, 12:03:50 PM
21-017 OSE KRONOS IV
USE
#5 @ 10" O.C.
Asprov= 0.368 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-06
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.307
0.307
0.307
0.307
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.51
1.51
1.51
1.51
84.5
84.5
84.5
84.5
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.165
0.165
0.165
0.165
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:05:14 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 3.5936 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.165
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:05:14 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
42.92
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
42.92
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:05:14 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1
4
3
5
4
7
6
8
7
10
9
11
10
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
0.991
5
1.982
7
3.964
8
4.955
10
6.937
11
7.928
13
9.91
14
10.901
16
12.883
17
13.874
19
15.856
20
16.847
22
18.829
23
19.82
25
21.802
26
22.793
28
24.775
29
25.766
31
27.748
32
28.739
34
30.721
35
31.712
37
33.694
38
34.685
40
36.667
41
37.66
43
39.764
44
40.816
46
42.92
No. Coord. (ft)
--- -----------3
2
6
5
9
8
12
11
No. Coord. (ft)
--- -----------3
0
6
2.973
9
5.946
12
8.919
15
11.892
18
14.865
21
17.838
24
20.811
27
23.784
30
26.757
33
29.73
36
32.703
39
35.676
42
38.712
45
41.868
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.044 in; Dz,min = -0.110 in
07-20-2021, 03:01:10 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
07-20-2021, 03:01:31 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.131 k-ft/ft; Mxx,min = -0.602 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
07-20-2021, 03:01:45 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 1.656 k-ft/ft; Myy,min = -2.726 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
07-20-2021, 02:59:52 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-06.wal
07-20-2021, 03:00:34 PM
21-017 OSE KRONOS IV
USE
#5 @ 12" O.C.
Asprov= 0.307 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-07 09 11 13
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.368
0.368
0.368
0.368
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.63
1.63
1.63
1.63
98.3
98.3
98.3
98.3
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.192
0.192
0.192
0.192
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:19:07 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 3.7936 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.192
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:19:08 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:19:08 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1.084
4
3.252
5
4.336
7
6.42
8
7.42
10
9.486
11
10.552
13
12.684
14
13.75
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
1.083
5
2.166
7
4.24
8
5.23
10
7.21
11
8.2
13
10.18
14
11.17
16
13.15
17
14.14
19
16.12
20
17.11
22
19.09
23
20.08
25
22.06
26
23.05
28
25.03
29
26.02
31
28
32
28.99
34
30.984
35
31.968
37
33.936
38
34.92
40
36.888
41
37.872
43
39.84
44
40.77
46
42.63
47
43.56
49
45.42
No. Coord. (ft)
--- -----------3
2.168
6
5.42
9
8.42
12
11.618
No. Coord. (ft)
--- -----------3
0
6
3.25
9
6.22
12
9.19
15
12.16
18
15.13
21
18.1
24
21.07
27
24.04
30
27.01
33
30
36
32.952
39
35.904
42
38.856
45
41.7
48
44.49
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.035 in; Dz,min = -0.093 in
07-20-2021, 03:17:27 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
07-20-2021, 03:18:10 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.119 k-ft/ft; Mxx,min = -0.541 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
07-20-2021, 03:18:50 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 1.294 k-ft/ft; Myy,min = -1.864 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
07-20-2021, 03:16:30 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-07 09 11 13.wal
07-20-2021, 03:16:50 PM
21-017 OSE KRONOS IV
USE
#5 @ 10" O.C.
Asprov= 0.368 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-08 12
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.368
0.368
0.368
0.368
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.63
1.63
1.63
1.63
98.3
98.3
98.3
98.3
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.192
0.192
0.192
0.192
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:35:57 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 3.7936 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.192
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:35:57 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:35:57 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
0.915
4
2.745
5
3.66
7
5.8
8
6.87
10
9.01
11
10.08
13
11.915
14
12.8325
No. Coord. (ft)
--- -----------3
1.83
6
4.73
9
7.94
12
10.9975
15
13.75
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
0.996
5
1.992
7
3.984
8
4.98
10
6.972
11
7.968
13
9.96
14
10.956
16
12.948
17
13.944
19
15.936
20
16.932
22
18.924
23
19.92
25
21.912
26
22.908
28
24.9
29
25.92
31
27.96
32
28.98
34
31
35
32
37
34
38
35
40
37
41
38
43
40.07
44
41.14
46
43.28
47
44.35
No. Coord. (ft)
--- -----------3
0
6
2.988
9
5.976
12
8.964
15
11.952
18
14.94
21
17.928
24
20.916
27
23.904
30
26.94
33
30
36
33
39
36
42
39
45
42.21
48
45.42
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.037 in; Dz,min = -0.088 in
07-20-2021, 03:34:35 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
07-20-2021, 03:35:17 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.271 k-ft/ft; Mxx,min = -0.435 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
07-20-2021, 03:35:29 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 1.987 k-ft/ft; Myy,min = -1.990 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
07-20-2021, 03:33:23 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-08 12.wal
07-20-2021, 03:34:01 PM
21-017 OSE KRONOS IV
USE
#5 @ 10" O.C.
Asprov= 0.368 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-10
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.46
0.46
0.46
0.46
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.80
1.80
1.80
1.80
117.8
117.8
117.8
117.8
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.230
0.230
0.230
0.230
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:53:15 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 3.7936 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.230
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:53:15 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
45.42
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 03:53:15 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
0.915
4
2.745
5
3.66
7
5.8
8
6.87
10
9.01
11
10.08
13
11.915
14
12.8325
No. Coord. (ft)
--- -----------3
1.83
6
4.73
9
7.94
12
10.9975
15
13.75
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
1.024
5
2.048
7
4.096
8
5.12
10
7.17
11
8.156
13
10.128
14
11.114
16
13.086
17
14.072
19
16.044
20
17.03
22
19.002
23
19.988
25
21.96
26
22.946
28
24.918
29
25.92
31
27.96
32
28.98
34
31
35
32
37
34
38
35
40
37
41
38
43
40.07
44
41.14
46
43.28
47
44.35
No. Coord. (ft)
--- -----------3
0
6
3.072
9
6.144
12
9.142
15
12.1
18
15.058
21
18.016
24
20.974
27
23.932
30
26.94
33
30
36
33
39
36
42
39
45
42.21
48
45.42
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.042 in; Dz,min = -0.098 in
07-20-2021, 03:52:29 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
07-20-2021, 03:52:45 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.294 k-ft/ft; Mxx,min = -0.503 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
07-20-2021, 03:52:57 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 2.146 k-ft/ft; Myy,min = -2.544 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
07-20-2021, 03:51:37 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-10.wal
07-20-2021, 03:51:57 PM
21-017 OSE KRONOS IV
USE
#5 @ 8" O.C.
Asprov= 0.46 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-14 16
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.368
0.368
0.368
0.368
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.63
1.63
1.63
1.63
98.3
98.3
98.3
98.3
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.192
0.192
0.192
0.192
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:11:33 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 0 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.192
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:11:33 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
42.92
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
42.92
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:11:33 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
0.915
4
2.745
5
3.66
7
5.8
8
6.87
10
9.01
11
10.08
13
11.915
14
12.8325
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
0.996
5
1.992
7
3.984
8
4.98
10
6.972
11
7.968
13
9.96
14
10.956
16
12.948
17
13.944
19
15.936
20
16.932
22
18.924
23
19.92
25
21.912
26
22.908
28
24.9
29
25.92
31
27.96
32
28.98
34
30.98
35
31.96
37
33.92
38
34.9
40
36.86
41
37.84
43
39.872
44
40.888
46
42.92
No. Coord. (ft)
--- -----------3
1.83
6
4.73
9
7.94
12
10.9975
15
13.75
No. Coord. (ft)
--- -----------3
0
6
2.988
9
5.976
12
8.964
15
11.952
18
14.94
21
17.928
24
20.916
27
23.904
30
26.94
33
30
36
32.94
39
35.88
42
38.856
45
41.904
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.035 in; Dz,min = -0.085 in
07-20-2021, 05:10:47 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
07-20-2021, 05:10:59 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.276 k-ft/ft; Mxx,min = -0.431 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
07-20-2021, 05:11:11 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 2.017 k-ft/ft; Myy,min = -1.970 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
07-20-2021, 05:09:30 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-14 16.wal
07-20-2021, 05:09:48 PM
21-017 OSE KRONOS IV
USE
#5 @ 10" O.C.
Asprov= 0.368 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-15
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.368
0.368
0.368
0.368
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.63
1.63
1.63
1.63
98.3
98.3
98.3
98.3
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.192
0.192
0.192
0.192
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:20:42 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 0 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.192
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:20:42 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
42.92
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
42.92
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:20:42 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1.084
4
3.252
5
4.336
7
6.42
8
7.42
10
9.486
11
10.552
13
12.684
14
13.75
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
1.083
5
2.166
7
4.24
8
5.23
10
7.21
11
8.2
13
10.18
14
11.17
16
13.15
17
14.14
19
16.12
20
17.11
22
19.09
23
20.08
25
22.06
26
23.05
28
25.03
29
26.02
31
28
32
28.99
34
31.037
35
32.074
37
34.148
38
35.185
40
37.26
41
38.203
43
40.089
44
41.032
46
42.92
No. Coord. (ft)
--- -----------3
2.168
6
5.42
9
8.42
12
11.618
No. Coord. (ft)
--- -----------3
0
6
3.25
9
6.22
12
9.19
15
12.16
18
15.13
21
18.1
24
21.07
27
24.04
30
27.01
33
30
36
33.111
39
36.222
42
39.146
45
41.975
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.025 in; Dz,min = -0.066 in
07-20-2021, 05:19:58 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
07-20-2021, 05:20:12 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.114 k-ft/ft; Mxx,min = -0.443 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
07-20-2021, 05:20:26 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 1.059 k-ft/ft; Myy,min = -1.550 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
07-20-2021, 05:19:11 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-15.wal
07-20-2021, 05:19:30 PM
21-017 OSE KRONOS IV
USE
#5 @ 10" O.C.
Asprov= 0.368 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-17
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.307
0.307
0.307
0.307
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.51
1.51
1.51
1.51
84.5
84.5
84.5
84.5
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.165
0.165
0.165
0.165
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:28:24 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 0 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.165
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:28:24 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
40.83
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
40.83
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 05:28:24 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
1.084
4
3.252
5
4.336
7
6.42
8
7.42
10
9.486
11
10.552
13
12.684
14
13.75
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
1.083
5
2.166
7
4.24
8
5.23
10
7.21
11
8.2
13
10.18
14
11.17
16
13.15
17
14.14
19
16.12
20
17.11
22
19.09
23
20.08
25
22.06
26
23.05
28
25.03
29
26.02
31
28
32
28.99
34
30.958
35
31.916
37
33.832
38
34.79
40
36.766
41
37.782
43
39.814
44
40.83
No. Coord. (ft)
--- -----------3
2.168
6
5.42
9
8.42
12
11.618
No. Coord. (ft)
--- -----------3
0
6
3.25
9
6.22
12
9.19
15
12.16
18
15.13
21
18.1
24
21.07
27
24.04
30
27.01
33
30
36
32.874
39
35.75
42
38.798
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.021 in; Dz,min = -0.058 in
07-20-2021, 05:27:35 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
07-20-2021, 05:27:48 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.112 k-ft/ft; Mxx,min = -0.408 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
07-20-2021, 05:28:01 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 0.987 k-ft/ft; Myy,min = -1.435 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
07-20-2021, 05:26:51 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-17.wal
07-20-2021, 05:27:08 PM
21-017 OSE KRONOS IV
USE
#5 @ 12" O.C.
Asprov= 0.307 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-18
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.307
0.307
0.307
0.307
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.51
1.51
1.51
1.51
84.5
84.5
84.5
84.5
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.165
0.165
0.165
0.165
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 06:00:01 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 0 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.165
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 06:00:02 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-13.750
Yes
WL2-PAR
D
0.000
0.000
-33.540
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
40.83
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
40.83
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 06:00:02 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
0.915
4
2.745
5
3.66
7
5.8
8
6.87
10
9.01
11
10.08
13
11.915
14
12.8325
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
0.996
5
1.992
7
3.984
8
4.98
10
6.972
11
7.968
13
9.96
14
10.956
16
12.948
17
13.944
19
15.936
20
16.932
22
18.924
23
19.92
25
21.912
26
22.908
28
24.9
29
25.92
31
27.96
32
28.98
34
31.016
35
32.032
37
34.064
38
35.08
40
36.996
41
37.954
43
39.87
44
40.83
No. Coord. (ft)
--- -----------3
1.83
6
4.73
9
7.94
12
10.9975
15
13.75
No. Coord. (ft)
--- -----------3
0
6
2.988
9
5.976
12
8.964
15
11.952
18
14.94
21
17.928
24
20.916
27
23.904
30
26.94
33
30
36
33.048
39
36.038
42
38.912
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.022 in; Dz,min = -0.054 in
07-20-2021, 05:56:55 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
07-20-2021, 05:57:14 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.217 k-ft/ft; Mxx,min = -0.344 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
07-20-2021, 05:58:33 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 1.216 k-ft/ft; Myy,min = -1.557 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
07-20-2021, 05:55:54 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-18.wal
07-20-2021, 05:56:17 PM
21-017 OSE KRONOS IV
USE
#5 @ 12" O.C.
Asprov= 0.307 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1
OSSEOUS
C. VIA LUDILO # 9730
Proyect:
Name:
21-017 OSE
KRONOS IV
RESIDENCIAL GARDENO
Dsgnr:
BBA
CD. JUAREZ CHIHUAHUA
Date:
16-jul-21
STRUCTURAL ENGINEERING
Tel. / Fax (656) 207 0235
PANEL-19
COMPUTING OF CRACKING COEFFICIENT
ON RECTANGULAR SECTION
SECTION DATA
b (1)=
b (2)=
b (3)=
b (4)=
h (1) =
h (2) =
h (3) =
h (4) =
d (1)=
d (2)=
d (3)=
d (4)=
f'c =
fy =
As (1) =
As (2) =
As (3) =
As (4) =
12
12
12
12
8.000
8.000
8.000
8.000
6.6875
6.6875
6.6875
6.6875
3500
60000
0.307
0.307
0.307
0.307
in
in
in
in
in
in
in
in
in
in
in
in
psi
psi
in²
in²
in²
in²
SECTION PROPERTIES
Es =
Ec =
n=
Ig (1) =
Ig (2) =
Ig (3) =
Ig (4) =
cs (1) =
cs (2) =
cs (3) =
cs (4) =
Icr (1)=
Icr (2)=
Icr (3)=
Icr (4)=
29000
3372.2
8.60
512.00
512.00
512.00
512.00
1.51
1.51
1.51
1.51
84.5
84.5
84.5
84.5
Ksi
Ksi
Modular Ratio
in4
in4
in4
in4
in4
in4
in4
in4
PLATE CRACKING COEFFICIENT
Icr / Ig (1) =
Icr / Ig (2) =
Icr / Ig (3) =
Icr / Ig (4) =
0.165
0.165
0.165
0.165
d
b
CRACKING MOMENT
fr =
Mcr (1) =
Mcr (2) =
Mcr (3) =
Mcr (4) =
443.706
2.831
2.831
2.831
2.831
psi
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
Kip-ft/ft
h
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 06:10:24 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
Page 1
GENERAL INFORMATION:
====================
Project : 21-017 OSE KRONOS IV
File
: C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
Units
: English
Date : 20/07/2021
Code
: ACI 318-14
Time : 12:22:37 p. m.
SOLVER OPTIONS:
===============
Include 2nd order effects: Yes
Check out-of-plane service deflections: Yes
Maximum permissible out-of-plane deflection = 3.4264 in
Check Concrete Shear Strength of Wall Cross-section: No
THICKNESS DEFINITIONS:
======================
Thickness: (in)
Label Thickness Assigned
-------- --------- -------PANEL
8.00
Yes
PLATE CRACKING COEFFICIENTS:
============================
___Service Comb____ ___Ultimate Comb___
Label
In-plane Out-plane In-plane Out-plane Assigned
-------- --------- --------- --------- --------- -------CRACK-1
0.165
1.000
1.000
1.000
Yes
PLATE DESIGN CRITERIA:
======================
Reinforcement ratio: (%)
Bar centroid location measured from Z-ve face for Curtain 1 and Z+ve face for Curtain 2: (in)
______Reinforcement ratio______ ____Reinforcement location_____
____Minimum____ ____Maximum____ ___Curtain 1___ ___Curtain 2___
Label
Curtains Flags
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir
H-Dir
V-Dir Assigned
-------- -------- ----- ------- ------- ------- ------- ------- ------- ------- ------- -------2LY5V4H
2
0.20
0.15
8.00
8.00
1.88
1.31
1.88
1.31
Yes
CONCRETE DEFINITIONS:
=====================
f'c, Ec: (ksi)
Wc: (pcf)
Label
f'c
Wc
Ec
v
Precast Assigned
-------- ------------ ------------ ------------ -------- ------- -------CONCRETE
3.5
150
3372.2
0.200
Yes
Yes
REINFORCING STEEL DEFINITIONS:
==============================
Fy, Es: (ksi)
Label
Fy
Es
Assigned
-------- ------------ ------------ -------STEEL
60
29000
Yes
RIGID SUPPORT DEFINITIONS:
==========================
Label
-------SP-FOOT
SP-FLOOR
SP-ROOF
dx
----Fixed
Fixed
Free
dy
----Fixed
Free
Free
dz
----Fixed
Fixed
Fixed
rx
----Free
Free
Free
ry
----Free
Free
Free
rz Assigned
----- -------Free
Yes
Free
Yes
Free
Yes
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 06:10:24 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
Page 2
UNIFORM AREA LOAD DEFINITIONS:
==============================
wx, wy, wz: (psf)
Label Case
wx
wy
wz
Assigned
-------- ---- ---------- ---------- ---------- -------DL
A
0.000
0.000
0.000
Yes
WL1
C
0.000
0.000
12.030
Yes
WL1-PAR
C
0.000
0.000
12.790
Yes
WL2
D
0.000
0.000
-18.900
Yes
WL2-PAR
D
0.000
0.000
-45.730
Yes
LINEAR AREA LOAD DEFINITIONS:
=============================
wx, wy, wz: (psf)
y: (ft)
Label Case
y
wx
wy
wz
Assigned
-------- ---- -------- ---------- ---------- ---------- -------EL1
E
0.00
0.000
0.000
0.000
Yes
40.83
0.000
0.000
11.900
EL2
F
0.00
0.000
0.000
0.000
Yes
40.83
0.000
0.000
-11.900
LINE LOAD DEFINITIONS:
======================
wx, wy, wz: (klf)
Eccentricity: (in)
Label Case
wx
wy
wz
Ecc. Assigned
-------- ---- ---------- ---------- ---------- ------- -------DL
A
0.000
-0.290
0.000
4.00
Yes
LL
B
0.000
-0.580
0.000
4.00
Yes
WL1
C
0.000
0.278
0.000
4.00
Yes
WL2
D
0.000
0.656
0.000
4.00
Yes
LOAD CASES AND COMBINATIONS:
============================
Self weight is included under Case A.
Ld Combo
Case A
Case B
Case C
Case D
Case E
Case F Type
Label
DEAD
LIVE
WIND
-------- -------- -------- -------- -------- -------- -------- ---COMB-1
1.000
0.000
0.000
0.000
0.000
0.000 Ser.
COMB-2
1.000
0.750
0.000
0.000
0.000
0.000 Ser.
COMB-3
1.000
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-4
1.000
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-5
1.000
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-6
1.000
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-7
1.000
0.750
0.450
0.000
0.000
0.000 Ser.
COMB-8
1.000
0.750
0.000
0.450
0.000
0.000 Ser.
COMB-9
0.600
0.000
0.600
0.000
0.000
0.000 Ser.
COMB-10
0.600
0.000
0.000
0.600
0.000
0.000 Ser.
COMB-11
0.600
0.000
0.000
0.000
0.700
0.000 Ser.
COMB-12
0.600
0.000
0.000
0.000
0.000
0.700 Ser.
COMB-13
1.400
0.000
0.000
0.000
0.000
0.000 Ult.
COMB-14
1.200
1.600
0.500
0.000
0.000
0.000 Ult.
COMB-15
1.200
1.600
0.000
0.500
0.000
0.000 Ult.
COMB-16
1.200
0.500
1.000
0.000
0.000
0.000 Ult.
COMB-17
1.200
0.500
0.000
1.000
0.000
0.000 Ult.
COMB-18
1.200
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-19
1.200
0.000
0.000
0.000
0.000
1.000 Ult.
COMB-20
0.900
0.000
1.000
0.000
0.000
0.000 Ult.
COMB-21
0.900
0.000
0.000
1.000
0.000
0.000 Ult.
COMB-22
0.900
0.000
0.000
0.000
1.000
0.000 Ult.
COMB-23
0.900
0.000
0.000
0.000
0.000
1.000 Ult.
STRUCTUREPOINT - spWall v5.01 (TM)
07-20-2021, 06:10:24 PM
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
Page 3
X-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
0
2
0.944
4
2.832
5
3.776
7
5.664
8
6.608
10
8.5
Y-GRID LINE DEFINITIONS:
========================
No. Coord. (ft)
No. Coord. (ft)
--- -------------- -----------1
-2
2
-1
4
0.985
5
1.97
7
3.94
8
4.925
10
6.895
11
7.88
13
9.85
14
10.835
16
12.805
17
13.79
19
15.76
20
16.745
22
18.715
23
19.7
25
21.67
26
22.655
28
24.625
29
25.61
31
27.58
32
28.565
34
30.535
35
31.52
37
33.49
38
34.5
40
36.61
41
37.665
43
39.775
44
40.83
No. Coord. (ft)
--- -----------3
1.888
6
4.72
9
7.552
No. Coord. (ft)
--- -----------3
0
6
2.955
9
5.91
12
8.865
15
11.82
18
14.775
21
17.73
24
20.685
27
23.64
30
26.595
33
29.55
36
32.505
39
35.555
42
38.72
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
21-017 OSE KRONOS IV
Dz [in]; LC: COMB-10; Dz,max = 0.024 in; Dz,min = -0.067 in
07-20-2021, 06:09:40 PM
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
07-20-2021, 06:09:53 PM
21-017 OSE KRONOS IV
Mxx [k-ft/ft]; LC: COMB-21; Mxx,max = 0.110 k-ft/ft; Mxx,min = -0.458 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
07-20-2021, 06:10:05 PM
21-017 OSE KRONOS IV
Myy [k-ft/ft]; LC: COMB-21; Myy,max = 1.244 k-ft/ft; Myy,min = -2.073 k-ft/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
07-20-2021, 06:07:29 PM
21-017 OSE KRONOS IV
USE
#4 @ 12" O.C.
Asprov= 0.20 in²/ft
Asx [in^2/ft]; LC: Envelope; Asx,max = 0.192 in^2/ft; Asx,min = 0.192 in^2/ft
Page 1
STRUCTUREPOINT - spWall v5.01 (TM)
Licensed to: OSSEOUS Structural Engineering, License ID: 72794-1072829-4-2BBB5-2BBB5
C:\EL FOLDER\21-017 OSE KRONOS IV\CALC\PANELES\PANEL-19.wal
07-20-2021, 06:07:53 PM
21-017 OSE KRONOS IV
USE
#5 @ 12" O.C.
Asprov= 0.307 in²/ft
Asy [in^2/ft]; LC: Envelope; Asy,max = 0.144 in^2/ft; Asy,min = 0.144 in^2/ft
Page 1