GRADERÍAS DE 100 PERSONAS

1
2
3
3.500
4
3.500
5
3.500
3.500
C u m b re ra
A
B
C
1.600
5 .4 0 0
D
E le v . 4 .9 0 1
2.000
3 .8 0 0
E le v . 1 .8 0 0
1 .8 0 0
1.800
5
2
E S T -0 2
0.400
E le v . 0 .0 0 0
0 .0 0 0
B
D
N iv . F u n d
4
0.600
-1 .0 0 0
2
V is ta F ro n ta l
Z T IP O 1
D 1 : 5 0C
B
A
1
5
4.169
E S T -0 2
2
3
E le v . 4 .9 0 1
3 .8 0 0
5
E S T -0 1
0.488
4.200
0.878
E le v . 1 .8 0 0
1 .8 0 0
2
E le v . 0 .0 0 0
0 .0 0 0
N o ta s im p o rta n te :
f'c = 4 ,0 0 0 p s i
fy= 6 0 ,0 0 0 p s i
A c e ro e s tru c u ra l
ASTM A 36
T o d a la s o ld a d u ra e s
7 0 -1 8 p a ra la e s tru c tu ra m e ta líc a .
L a s c a rrio la s C 6 x 2
c a lib re .1 6
S o ld a d u ra p a ra la s
c a rrio la s 6 0 -1 1
No.
V S 0 .3 0 x0 .3 0
Description
Date
Z T IP O 1
4
3.500
1.600
5 .4 0 0
0.800
V S 0 .3 0 x0 .3 0
V S 0 .3 0 x0 .3 0
0.800
C u m b re ra
3.500
E S T -0 2
3
N iv . F u n d
3.500
-1 .0 0 0
4.169
5
E S T -0 1
1
3
DUPROC
M O D ELO
G R A D E R ÍA
V S 0 .3 0 x0 .3 0
V is ta L a te ra l
D
2
1 : 50
1
E S T -0 2
V S 0 .3 0 x0 .3 0
1000
ESPECTADORES
V S 0 .3 0 x0 .3 0
N iv . F u n d
-1
5 5.0 0 0
3 #-#
V S 0 .3 0 x0 .3 0
P ro je c t n u m b e r
5
#3 @
1 42 0-#03m m
6#5
e s trib o
# 3 @ 0 .1 5 m
1
6
1 : 20
D a te
Is s u e D a te
D ra w n b y
N IX B A S M E S O N
C h ecked by
N IX B A S M E S O N
E S T -0 2
5
S e c c ió n d e P e d e s ta l
1
3 #-#5 5
P ro je c t N u m b e r
S e c c io n V ig a S ís m ic a
1 : 10
4
E S T -0 1
P la n ta d e F u n d a c io n e s
1 : 50
S c a le
A s in d ic a te d
12/01/2023 5:25:49 a. m.
1 : 50
P e d e s ta l
0 .5 0 x0 .5 0
m
3.500
1
D
P la n a A rq u ite c tó n ic a
5
4
2
3
2
A
1
B
E S T -0 2
C
D
1
E S T -0 2
C u m b re ra
C u m b re ra
5 .4 0 0
1.600
5 .4 0 0
E le v . 4 .9 0 1
3 .8 0 0
E le v . 4 .9 0 1
6
3 .8 0 0
0.502
1.444
E S T -0 2
E le v . 1 .8 0 0
5
1 .8 0 0
E S T -0 2
E le v . 0 .0 0 0
E S T -0 2
3 #-#5 5
E le v . 0 .0 0 0
0.400
0 .0 0 0
5
#3 @ 150 m m
E S T -0 2
4
P e d e s ta l
0 .5 0 x0 .5 0
m
#6 - 4
1 .8 0 0
3
2.356
W 12X16
E le v . 1 .8 0 0
0.891
E S T -0 1
N iv . F u n d
0 .0 0 0
N iv . F u n d
0.600
-1 .0 0 0
3 #-#5 5
1
S e c c ió n lo n g itu d in a l
-1 .0 0 0
7
E S T -0 2
V S 0 .3 0 x0 .3 0
1 : 50
2
S e c c ió n tra n s v e rs a l
1 : 50
E le v . 1 .8 0 0
No.
3 /1 6
1 .8 0 0
V ig a
B a n q u e ta
C 8 x1 1 .5 y
C 1 2 x1 5 .5
0
Description
Date
0
7 0 -1 8
3 /1 6
0
0
7 0 -1 8
0.884
H S S 4 X 4 X 1 /4
H S S 4 X 4 X 1 /4
V ig a
B a n q u e ta
C 8 x1 1 .5 y
C 1 2 x1 5 .5
W 8X15
W 12X16
V ig a
B a n q u e ta
C 8 x1 1 .5 y
C 1 2 x1 5 .5
3 /1 6
2 x2 x x1 /2
0
0
7 0 -1 8
W 12X16
L xL d e c o n e xió n
E le v . 0 .0 0 0
W 12X16
0 .0 0 0
D e ta lle 3
0
P la to d e 1 2 x1 2 x1 /2 + 6
p e rn o s d e 3 /8
0
7 0 -1 8
2 P la to s d e
4 x1 2 x1 /2 ,s u p /in f
L 3 X 3 X 5 /1 6
M o m e n t fla n g e p la te s
B a s e p la te
1 : 10
B
P la tin a d e 1 /2 e s p e
4
D e ta lle 1
G u s s e t p la te (tria n g le ) a t
o n e d ia g o n a l
1 : 10
C 6X2 CAL
2 6 @ 1 .0 0 m
P e d e s ta l
0 .5 0 x0 .5 0
m
0.300
0.600
Z T IP O 1
D e ta lle 2
1 : 10
S E C C IO N E S Y
D ETALLES
2 #-#5 5
3 #-#5 5
P ro je c t n u m b e r
P ro je c t N u m b e r
N iv . F u n d
E le v . 4 .9 0 1
3 .8 0 0
DUPROC
M O D ELO
G R A D E R ÍA
W 12X16
5
W 8X15
0.300
3
3 /1 6
-1 .0 0 0
D a te
Is s u e D a te
A u th o r
D ra w n b y
W 8X10
W 8X15
6
D e ta lle 4
1 : 10
7
Z a p a ta típ ic a
C hecker
C h ecked by
0.800
2 #-#5 5
E S T -0 2
1 : 25
S c a le
A s in d ic a te d
12/01/2023 5:25:54 a. m.
H S S 4 X 4 X 1 /4
1
No.
V is u a liz a c ió n 3 D
Description
Date
W 8X15
2 P la to s d e
4 x1 2 x1 /2 ,s u p /in f
V ig a
B a n q u e ta
C 8 x1 1 .5 y
C 1 2 x1 5 .5
M o m e n t fla n g e p la te s
DUPROC
M O D ELO
G R A D E R ÍA
W 12X16
L 3 X 3 X 5 /1 6
P e d e s ta l
0 .5 0 x0 .5 0
m
P la to d e 1 2 x1 2 x1 /2 + 6
p e rn o s d e 3 /8
M o d e lo s 3 D
3 #-#5 5
Z T IP O 1
B a s e p la te
3 #-#5 5
P ro je c t n u m b e r
2 #-#5 5
D a te
V S 0 .3 0 x0 .3 0
P ro je c t N u m b e r
Is s u e D a te
A u th o r
D ra w n b y
5 5
1 0# -#
C hecker
C h ecked by
3
D e ta lle s A m p lia d o s e n 3 D
4
P e rs p e c tiv a
E S T -0 3
S c a le
12/01/2023 5:26:22 a. m.
2
S e c c ió n e s tru c tu ra l