Download - Escenario Cultural v1
-
7/23/2019 Escenario Cultural v1
1/18
TABLE: Load Assignments - Point Loads
Point LoadPat Fx Fy
59 DEAD_ABOVE 0.09530821 -0.7103565
59 LIVE_ABOVE 0.1402937 -1.20162
59 SISMOX(3/3)_ABOVE 0.282562 0.005873193
59 SISMOX(1/3)_ABOVE 0.2785734 0.01398461
59 SISMOX(2/3)_ABOVE 0.2745847 0.0220960259 SISMOY(2/3)_ABOVE 0.01601716 0.3280065
59SISMOY(1/3)_ABOVE -0.0005530274 0.3617044
59 SISMOY(3/3)_ABOVE -0.01712321 0.3954024
-
7/23/2019 Escenario Cultural v1
2/18
Fgrav Mx My Mz XDim YDim
3.49897 0.151963 0.0211796 0 0.2215 0.2215
2.157939 0.2607217 0.03117637 0 0.2215 0.2215
-0.188435 -0.005066543 0.3652513 -0.0004243444 0.2215 0.2215
-0.1977381 -0.01662922 0.3601426 -0.001525444 0.2215 0.2215
-0.2070412 -0.02819191 0.3550339 -0.002626543 0.2215 0.2215-0.5580227 -0.5092888 0.02110052 0.004574392 0.2215 0.2215
-0.5966713 -0.5573247 -0.000122895 0 0.2215 0.2215
-0.6353198 -0.6053606 -0.0213463 -0.004574392 0.2215 0.2215
-
7/23/2019 Escenario Cultural v1
3/18
TABLE: Load Assignments - Point Loads
Point LoadPat Fx Fy Fgrav Mx My Mz XDim
59 DEAD_ABOVE 0.09531 -0.71036 3.49897 0.15196 0.02118 0.00000 0.22150
59 LIVE_ABOVE 0.14029 -1.20162 2.15794 0.26072 0.03118 0.00000 0.22150
59SISMOX(3/3)_ABOVE 0.28256 0.00587 -0.18844 -0.00507 0.36525 -0.00042 0.22150
59SISMOX(1/3)_ABOVE 0.27857 0.01398 -0.19774 -0.01663 0.36014 -0.00153 0.22150
59SISMOX(2/3)_ABOVE 0.27458 0.02210 -0.20704 -0.02819 0.35503 -0.00263 0.22150
MAX SISMO X 0.28256 0.02210 0.20704 0.02819 0.36525 0.00263 0.22150
59SISMOY(2/3)_ABOVE 0.01602 0.32801 -0.55802 -0.50929 0.02110 0.00457 0.22150
59SISMOY(1/3)_ABOVE -0.00055 0.36170 -0.59667 -0.55732 -0.00012 0.00000 0.22150
59SISMOY(3/3)_ABOVE -0.01712 0.39540 -0.63532 -0.60536 -0.02135 -0.00457 0.22150
MAX SISMO Y 0.01712 0.39540 0.63532 0.60536 0.02135 0.00457 0.22150
TABLE: Load Assignments - Point Loads
Point Load Combination Fx Fy FgravFz Mx My Mz
Co!1" 1.4 D 0.133 -0.994 4.899 0.213 0.030 0.000
Co!2" 1.2 D # 1.6 L 0.339 -2.775 7.651 0.600 0.075 0.000
Co!3" 1.2 D # L 0.255 -2.054 6.357 0.443 0.057 0.000
Co!4" 1.2 D 0.114 -0.852 4.199 0.182 0.025 0.000
Co!5" 1.2 D # 1.0E # L 0.538 -1.658 7.025 1.049 0.422 0.005
Co!6" 0.9D 0.086 -0.639 3.149 0.137 0.019 0.000
Co!7" 0.9D#1.0E 0.369 -0.243 3.817 0.743 0.385 0.005
MAX 0.538 -0.243 7.651 1.049 0.422 0.005M!" 0.086 -2.775 3.149 0.137 0.019 0.000
-
7/23/2019 Escenario Cultural v1
4/18
DISEO DE PERNOS DE ANCLAJE
DATOS EQUIVALENCIA
0.226
4,477.80 58 ksi
n 4
Resistencia del Acero en Traccin
Do$%&"
4047.9312
3035.9484
ASE,N
(cm2)
futa
(Kg/cm2)
Nsa=
Nsa=
N
__
_ )_= (, _
_ ) 2(, =
1.9_= _o 860 M'.
*0.75 !
-
7/23/2019 Escenario Cultural v1
5/18
-
7/23/2019 Escenario Cultural v1
6/18
YDim
0.22150
0.22150
0.22150
0.22150
0.22150
0.22150
0.22150
0.22150
0.22150
0.22150
#e$eren%ia C&digo
ASCE/ SEI 7 C+',& 2
-
7/23/2019 Escenario Cultural v1
7/18
REFERENCIAS
#e$eren%ia C&digo
ACI 3180-10 (D-2)
B
N
bf
-
7/23/2019 Escenario Cultural v1
8/18
-
7/23/2019 Escenario Cultural v1
9/18
-
7/23/2019 Escenario Cultural v1
10/18
#e$eren%ia C&digo
ASM 1554
DIAMEO
1/4
1/4
1/2
5/8
-
7/23/2019 Escenario Cultural v1
11/18
-
7/23/2019 Escenario Cultural v1
12/18
-
7/23/2019 Escenario Cultural v1
13/18
-
7/23/2019 Escenario Cultural v1
14/18
-
7/23/2019 Escenario Cultural v1
15/18
TABLE: Load Assignments - Point Loads
Point Load Combination Fx Fy FgravFz Mx My Mz
Co!1" 1.4 D
Co!2" 1.2 D # 1.6 L
Co!3" 1.2 D # L
Co!4" 1.2 D
Co!5" 1.2 D # 1.0E # L
Co!6" 0.9D
Co!7" 0.9 D#1.0E
-
7/23/2019 Escenario Cultural v1
16/18
#e$eren%ia C&digo
ASCE/ SEI 7 C+',& 2
-
7/23/2019 Escenario Cultural v1
17/18
TABLE: Program Contro'
Program"ame (ersion ProgLeve' Li%ense")m C)rr*nits
&, &, &, &, &,
SAE 2014 14.1.0 o, &$o$$ 15CC:Y42Y2;5 o$
-
7/23/2019 Escenario Cultural v1
18/18
MergeTo' Mode'Dat)m +t,tAbove +t,tBe'o Con%Code
&,
0.0025 0 0 3000 ACI 318-14