escenario cultural v1

7/23/2019 Escenario Cultural v1

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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


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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


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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


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


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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 !


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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


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REFERENCIAS

#e$eren%ia C&digo

ACI 3180-10 (D-2)

B

N

bf


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9/18


10/18

#e$eren%ia C&digo

ASM 1554

DIAMEO

1/4

1/4

1/2

5/8


11/18


12/18


13/18


14/18


15/18


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


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#e$eren%ia C&digo

ASCE/ SEI 7 C+',& 2


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TABLE: Program Contro'

Program"ame (ersion ProgLeve' Li%ense")m C)rr*nits

&, &, &, &, &,

SAE 2014 14.1.0 o, &$o$$ 15CC:Y42Y2;5 o$


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MergeTo' Mode'Dat)m +t,tAbove +t,tBe'o Con%Code

&,

0.0025 0 0 3000 ACI 318-14

escenario cultural v1

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