fuerzas sismicas1

CENTRO DE MASANIVEL TECHO

Elemento No. Lx Ly H xj yj W Wxj WyjLosa 1 136.670 22.100 18.200 10.000 7.000 54971.407 549714.074 384799.852

-1 136.670 5.400 4.500 10.000 13.850 -3321.081 -33210.810 -45996.972Columnas

A1 1 2400.000 0.300 0.300 2.700 0.000 0.000 583.200 0.000 0.000B1 1 2400.000 0.300 0.300 2.700 6.500 0.000 583.200 3790.800 0.000C1 1 2400.000 0.300 0.300 2.700 13.500 0.000 583.200 7873.200 0.000D1 1 2400.000 0.300 0.300 2.700 20.000 0.000 583.200 11664.000 0.000A2 1 2400.000 0.300 0.300 3.700 0.000 5.000 799.200 0.000 3996.000B2 1 2400.000 0.300 0.300 3.700 6.500 5.000 799.200 5194.800 3996.000C2 1 2400.000 0.300 0.300 3.700 13.500 5.000 799.200 10789.200 3996.000D2 1 2400.000 0.300 0.300 3.700 20.000 5.000 799.200 15984.000 3996.000A3 1 2400.000 0.300 0.300 3.660 0.000 10.000 790.560 0.000 7905.600B3 1 2400.000 0.300 0.300 3.660 6.500 10.000 790.560 5138.640 7905.600C3 1 2400.000 0.300 0.300 3.660 13.500 10.000 790.560 10672.560 7905.600D3 1 2400.000 0.300 0.300 3.660 20.000 10.000 790.560 15811.200 7905.600A4 1 2400.000 0.300 0.300 2.700 0.000 14.500 583.200 0.000 8456.400B4 1 2400.000 0.300 0.300 2.700 6.500 14.500 583.200 3790.800 8456.400C4 1 2400.000 0.300 0.300 2.700 13.500 14.500 583.200 7873.200 8456.400D4 1 2400.000 0.300 0.300 2.700 20.000 14.500 583.200 11664.000 8456.400

Vigas en XP1 1 2400.000 22.100 0.250 0.400 10.000 0.000 5304.000 53040.000 0.000P2 1 2400.000 22.100 0.250 0.400 10.000 5.000 5304.000 53040.000 26520.000P3 1 2400.000 22.100 0.250 0.400 10.000 10.000 5304.000 53040.000 53040.000P4 1 2400.000 22.100 0.250 0.400 10.000 14.500 5304.000 53040.000 76908.000

Vigas en YPA 1 2400.000 0.250 14.800 0.300 0.000 7.250 2664.000 0.000 19314.000PB 1 2400.000 0.250 14.800 0.300 6.500 7.250 2664.000 17316.000 19314.000PC 1 2400.000 0.250 14.800 0.300 13.500 7.250 2664.000 35964.000 19314.000PD 1 2400.000 0.250 14.800 0.300 20.000 7.250 2664.000 53280.000 19314.000

94546.966 945469.664 653958.880

XCM = 10.000 YCM = 6.917i i

j j j jj j

CM CMj j

j j

w x w yx ; y

w w= =

CENTRO DE MASANIVEL 4

Elemento No. Lx Ly H xj yj W Wxj WyjLosa 1 649.750 20.500 17.000 10.000 7.000 226437.875 2264378.750 1585065.125- Losa 1 -649.750 2.400 3.150 10.000 3.275 -4912.110 -49121.100 -16087.160Escalera 1 815.870 2.400 3.150 10.000 3.275 6167.977 61679.772 20200.125Columnas


Vigas en XP1 1 2400.000 20.500 0.300 0.550 10.000 0.000 8118.000 81180.000 0.000P2 1 2400.000 20.500 0.300 0.650 10.000 5.000 9594.000 95940.000 47970.000P3 1 2400.000 20.500 0.300 0.600 10.000 10.000 8856.000 88560.000 88560.000P4 1 2400.000 20.500 0.300 0.550 10.000 14.500 8118.000 81180.000 117711.000


296248.542 2962485.422 2091041.490

XCM = 10.000 YCM = 7.058




Vigas en XP1 1 2400.000 20.500 0.300 0.600 10.000 0.000 8856.000 88560.000 0.000P2 1 2400.000 20.500 0.300 0.650 10.000 5.000 9594.000 95940.000 47970.000P3 1 2400.000 20.500 0.300 0.650 10.000 10.000 9594.000 95940.000 95940.000P4 1 2400.000 20.500 0.300 0.600 10.000 14.500 8856.000 88560.000 128412.000


300622.542 3006225.422 2124782.490

XCM = 10.000 YCM = 7.068




Vigas en XP1 1 2400.000 20.500 0.300 0.650 10.000 0.000 9594.000 95940.000 0.000P2 1 2400.000 20.500 0.350 0.650 10.000 5.000 11193.000 111930.000 55965.000P3 1 2400.000 20.500 0.350 0.650 10.000 10.000 11193.000 111930.000 111930.000P4 1 2400.000 20.500 0.300 0.600 10.000 14.500 8856.000 88560.000 128412.000

Vigas en YPA 1 2400.000 0.300 15.000 0.500 0.000 7.250 5400.000 0.000 39150.000PB 1 2400.000 0.300 15.000 0.500 6.500 7.250 5400.000 35100.000 39150.000PC 1 2400.000 0.300 15.000 0.500 13.500 7.250 5400.000 72900.000 39150.000PB 1 2400.000 0.300 15.000 0.500 20.000 7.250 5400.000 108000.000 39150.000

316049.742 3160497.422 2233245.090

XCM = 10.000 YCM = 7.066




Vigas en XP1 1 2400.000 22.500 0.300 0.650 10.000 0.000 10530.000 105300.000 0.000

VIGA AUXILIAR 1 2400.000 6.750 0.300 0.600 10.000 1.550 2916.000 29160.000 4519.800P2 1 2400.000 22.500 0.350 0.650 10.000 5.000 12285.000 122850.000 61425.000P3 1 2400.000 22.500 0.350 0.650 10.000 10.000 12285.000 122850.000 122850.000P4 1 2400.000 22.500 0.300 0.600 10.000 14.500 9720.000 97200.000 140940.000


359271.367 3592713.672 2523612.284

XCM = 10.000 YCM = 7.024

COEFICIENTE DE CORTE BASAL Y DISTRIBUCIN VERTICAL DE LAS FUERZAS SSMICAS

CALCULO DE LAS FUERZAS SISMICAS (De acuerdo a la Norma COVENIN 1756-98 Rev 2001 )

COEFICIENTE DE CORTE BASAL

c = *AdSUELO S2

T* = 0.7 seg = 2.6

T0 = 0.175 segp = 1 = 0.95

TIPO I

ZONA SISMICA 5 A0 = 0.3GRUPO B2 = 1TIPO IND3

0.15 V0 = 205010.87

Fuerza de topeFt = 0.029 V0 Ft = 8200.43 (0.04V0)

NIVEL Wi hi Wihi Fi Ft Vi5 94546.97 15.30 1446568.59 28078.41 8200.43 36278.854 296248.54 11.10 3288358.82 63828.22 100107.073 300622.54 8.40 2525229.35 49015.61 149122.682 316049.74 5.70 1801483.53 34967.44 184090.121 359271.37 3.00 1077814.10 20920.76 205010.87

1366739.16 10139454.39

= 0.89

R = 6 (USAR 4.5) T

+ = 0,35 seg

T+ < T < T*

*

1 T 1 0.5420.80 1 0.80 1 0.7920 20 0.7T

= + = + =

N 9 5 91.4 1. 042N 12 10 12

.89+ + = = = + +

( )0.750.75t nT C h 0.07 15.30 0.542 seg= = =

( )( )( )0d

1 0.95 2.6 0.30AA 0.1647

R 4.5= = =

dc A 0.89 0.1647= = =

CENTRO DE CORTANTE

Nivel Fx = Fy Vi XCM YCM FyXCM FxYCM XCC YCC5 36278.85 36278.85 10.000 6.917 362788.49 250932.17 10.000 6.9174 63828.22 100107.07 10.000 7.058 1001070.71 701457.46 10.000 7.0073 49015.61 149122.68 10.000 7.068 1491226.76 1047896.88 10.000 7.0272 34967.44 184090.12 10.000 7.066 1840901.17 1294980.98 10.000 7.0341 20920.76 205010.87 10.000 7.024 2050108.74 1441933.63 10.000 7.033

j j

i

i

j j

i

i

N

y CMj i

ccy

N

x ccj i

ccx

F xx

V

F yy

V

=

=

=

=

RIGIDECES DE PISO

PORTICO 1

NIVEL V KpiT 14646 0.03302782 0.0078396 18681724 31034 0.02518822 0.00676654 45863473 39441 0.01842168 0.00766775 51437962 47403 0.01075393 0.00588765 80512271 52178 0.00486628 0.00486628 107224370 0.00000000

PORTICO 2

NIVEL V KpiT 9764 0.03172788 0.01068085 9141424 24384 0.02104703 0.00454111 53695303 39441 0.01650592 0.00659378 59815982 47403 0.00991214 0.00532402 89035741 52178 0.00458812 0.00458812 113724970 0.00000000

PORTICO 3

NIVEL V KpiT 9764 0.03243863 0.01073753 9093164 24384 0.02170110 0.00497247 49037253 39441 0.01672863 0.00680159 57988422 47403 0.00992704 0.00533729 88814371 52178 0.00458975 0.00458975 113684580 0.00000000

PORTICO 4

NIVEL V KpiT 14646 0.03404207 0.00784395 18671364 31034 0.02619812 0.00680937 45575003 39441 0.01938875 0.00810386 48669822 47403 0.01128489 0.00634936 74657611 52178 0.00493553 0.00493553 105719910 0.00000000

RIGIDECES DE PISO

PORTICO A

NIVEL V KpiT 12205 0.04416611 0.01288394 9472854 27709 0.03128217 0.00910971 30416633 39441 0.02217246 0.00992652 39733302 47403 0.01224594 0.00722334 65624501 41743 0.00502260 0.0050226 83109750 0.00000000

PORTICO B

NIVEL V KpiT 12205 0.04362005 0.01288312 9473464 27709 0.03073693 0.00909523 30465053 39441 0.02164170 0.00979345 40273192 47403 0.01184825 0.00661636 71644841 62614 0.00523189 0.00523189 119677700 0.00000000

PORTICO C

NIVEL V KpiT 12205 0.04362005 0.01288312 9473464 27709 0.03073693 0.00909523 30465053 39441 0.02164170 0.00979345 40273192 47403 0.01184825 0.00661636 71644841 62614 0.00523189 0.00523189 119677700 0.00000000

PORTICO D

NIVEL V KpiT 12205 0.04416611 0.01288394 9472854 27709 0.03128217 0.00910971 30416633 39441 0.02217246 0.00992652 39733302 47403 0.01224594 0.00722334 65624501 41743 0.00502260 0.0050226 83109750 0.00000000

CENTRO DE TORSION

Prticos en X

Prtico Yj T 4 3 2 11 0 1868172 4586347 5143796 8051227 107224372 5 914142 5369530 5981598 8051227 113724973 10 909316 4903725 5798842 8881437 113684584 14.5 1867136 4557500 4866982 7465761 10571991

5558765.84 19417101.9 21791218.7 32449651.6 44035382.6

YCT 7.33 7.31 7.27 7.31 7.35

Prticos en Y

Prtico Xj T 4 3 2 1A 0 947285 3041663 3973330 6562450 8310975B 6.5 947346 3046505 4027319 7164484 11967770C 13.5 947346 3046505 4027319 7164484 11967770D 20 947285 3041663 3973330 6562450 8310975

3789261.48 12176335.3 16001298.1 27453867.2 40557490

XCT 10.00 10.00 10.00 10.00 10.00

Nivel

Nivel

( )

( )

i i

i

i i

i

#Py

y yjj 1

CTi

#Px

x xjj 1

CTi

Kp xpx

Ky

Kp ypy

Kx

=

=

=

=

( )

( )

i

i

#Py

i y jj 1

#Px

i x jj 1

Ky Kp

Kx Kp

=

=

=

=

EXCENTRICIDADES ESTTICAS

Nivel X Y X Y X Y exi eyi5 10.000 6.917 10.000 6.917 10.000 7.328 0.000 0.4124 10.000 7.058 10.000 7.007 10.000 7.312 0.000 0.3043 10.000 7.068 10.000 7.027 10.000 7.272 0.000 0.2452 10.000 7.066 10.000 7.034 10.000 7.314 0.000 0.2791 10.000 7.024 10.000 7.033 10.000 7.354 0.000 0.321

Centro de Masa Centro de Cortante Centro de torsin Excentricidades

RADIO DE GIRO INERCIAL DE LA PLANTA

Nivel Wi mi Bx By JCM d JCC r5 94546.97 9637.82 22.1 18.2 658302.931 0.0000 658302.93 8.264 296248.54 30198.63 20.5 17 1784864.75 0.0513 1784944.32 7.693 300622.54 30644.50 20.5 17 1811217.62 0.0409 1811268.79 7.692 316049.74 32217.10 20.5 17 1904164.79 0.0316 1904197.01 7.691 359271.37 36622.97 22.5 17 2427034.95 0.0092 2427038.05 8.14

RADIO DE GIRO TORSIONAL

Nivel 5

Prtico Kpx Kpy xi yi kpxi.yi2 kpyi.xi

2 KtCT

1 1868171.74 -7.328 100333374.212 914141.925 -2.328 4956341.103 909316.461 2.672 6489775.924 1867135.71 7.172 96027912.91A 947285.223 -10.000 94728522.27B 947345.517 -3.500 11604982.58C 947345.517 3.500 11604982.58D 947285.223 10.000 94728522.27 5558765.84 3789261.48 207807404.14 212667009.7 420474413.84

Nivel 4


2 KtCT

1 4586347.5 -7.312 245178858.622 5369529.57 -2.312 28690215.963 4903724.79 2.688 35443594.434 4557500 7.188 235504974.93A 3041662.59 -10.000 304166258.93B 3046505.05 -3.500 37319686.84C 3046505.05 3.500 37319686.84D 3041662.59 10.000 304166258.93 19417101.9 12176335.3 544817643.94 682971891.5 1227789535.48


Nivel 3


2 KtCT

1 5143796.26 -7.272 272020711.702 5981598.38 -2.272 30879298.603 5798841.71 2.728 43152112.924 4866982.37 7.228 254264379.74A 3973330.41 -10.000 397333040.94B 4027318.64 -3.500 49334653.39C 4027318.64 3.500 49334653.39D 3973330.41 10.000 397333040.94 21791218.7 16001298.1 600316502.96 893335388.7 1493651891.63

Nivel 2


2 KtCT

1 8051226.72 -7.314 430650985.92 8051226.72 -2.314 43096471.163 8881437.02 2.686 64094671.414 7465761.11 7.186 385563455.4A 6562449.64 -10.000 656244963.96B 7164483.94 -3.500 87764928.30C 7164483.94 3.500 87764928.30D 6562449.64 10.000 656244963.96 32449651.6 27453867.2 923405583.8 1488019785 2411425368.35


Nivel 1


2 KtCT

1 10722436.8 -7.354 579900436.12 11372496.7 -2.354 63024350.813 11368457.9 2.646 79587702.414 10571991.2 7.146 539845836.8A 8310975.14 -10.000 831097513.70B 11967769.9 -3.500 146605181.09C 11967769.9 3.500 146605181.09D 8310975.14 10.000 831097513.70 44035382.6 40557490 1262358326 1955405390 3217763715.72


Nivel Kpx Kpy Kpx.yi2 Kpy.xi2 KtCT ex ey KtCC rtx rty5 5558765.84 3789261.48 207807404.14 212667009.70 420474413.84 0.00 0.41 421416720.12 8.71 10.554 19417101.86 12176335.27 544817643.94 682971891.54 1227789535.48 0.00 0.30 1229589349.82 7.96 10.053 21791218.72 16001298.11 600316502.96 893335388.66 1493651891.63 0.00 0.25 1494959998.32 8.28 9.672 32449651.56 27453867.16 923405583.84 1488019784.51 2411425368.35 0.00 0.28 2413953335.70 8.63 9.381 44035382.6 40557490 1262358326.14 1955405389.59 3217763715.72 0.00 0.32 3222291500.45 8.55 8.91

( ) ( )i i

CC CCt t

tx tyx y

#px # pyCT 2 2t x i y i

i 1 i 1

CC CT 2 2t t x y y x

K Kr rKp Kp

K kp y kp x

K K Kp e Kp e

= =

= =

= +

= + +

RADIO DE GIRO TORSIONAL (segn Norma Venezolana)

Nivel 5

Prtico Kx Ky xi yi kxi.yi2 kyi.xi

2 KT1 1868171.739 -6.917 89376322.912 914141.9248 -1.917 3358536.583 909316.4609 3.083 8644285.594 1867135.712 7.583 107370565.34A 947285.2227 -10.000 94728522.27B 947345.5166 -3.500 11604982.58C 947345.5166 3.500 11604982.58D 947285.2227 10.000 94728522.27 5558765.837 3789261.479 208749710.42 212667009.7 421416720.12

Nivel 4


2 KT1 4586347.498 -7.007 225185345.782 5369529.567 -2.007 21630281.383 4903724.791 2.993 43925691.744 4557500.004 7.493 255876139.38A 3041662.589 -10.000 304166258.93B 3046505.048 -3.500 37319686.84C 3046505.048 3.500 37319686.84D 3041662.589 10.000 304166258.93 19417101.86 12176335.27 546617458.28 682971891.5 1229589349.82


Nivel 3


2 KT1 5143796.26 -7.027 253999859.572 5981598.381 -2.027 24578691.533 5798841.708 2.973 51251653.634 4866982.373 7.473 271794404.93A 3973330.409 -10.000 397333040.94B 4027318.644 -3.500 49334653.39C 4027318.644 3.500 49334653.39D 3973330.409 10.000 397333040.94 21791218.72 16001298.11 601624609.66 893335388.7 1494959998.32

Nivel 2


2 KT1 8051226.717 -7.034 398407851.32 8051226.717 -2.034 33325390.423 8881437.018 2.966 78105318.14 7465761.113 7.466 416094991.4A 6562449.64 -10.000 656244963.96B 7164483.943 -3.500 87764928.30C 7164483.943 3.500 87764928.30D 6562449.64 10.000 656244963.96 32449651.56 27453867.16 925933551.2 1488019785 2413953335.70


Nivel 1


2 KT1 10722436.78 -7.033 530432641.62 11372496.72 -2.033 47024328.633 11368457.9 2.967 100047225.44 10571991.19 7.467 589381915.2A 8310975.137 -10.000 831097513.70B 11967769.89 -3.500 146605181.09C 11967769.89 3.500 146605181.09D 8310975.137 10.000 831097513.70 44035382.59 40557490.04 1266886111 1955405389.59 3222291500.45

Nivel KT Kx Ky r rtx rty5 421416720.12 5558765.84 3789261.48 8.26 8.71 10.554 1229589349.82 19417101.86 12176335.27 7.69 7.96 10.053 1494959998.32 21791218.72 16001298.11 7.69 8.28 9.672 2413953335.70 32449651.56 27453867.16 7.69 8.63 9.381 3222291500.45 44035382.59 40557490.04 8.14 8.55 8.91

0 Tt

t

KrK

= =

2 2t x yK k y k x= +

MOMENTOS TORSORES DE DISEO

Nivel rtx rty r ex ey x = ex/r y = ey/r x = rtx/r y = rty/r x 'x y 'y5 8.71 10.55 8.26 0.00 0.414 7.96 10.05 7.69 0.00 0.303 8.28 9.67 7.69 0.00 0.252 8.63 9.38 7.69 0.00 0.281 8.55 8.91 8.14 0.00 0.32

Valor Represent 8.43 9.71 7.89 0.00 0.31 0.00 0.04 1.07 1.23 4.03 -0.20 2.23 0.78

Nivel Vi ex ey x 'x y 'y Bx By Mtx1 Mtx2 Mty1 Mty25 36278.85 0.00 0.41 22.10 18.20 99764.48 -42545.04 48105.75 -48105.754 100107.07 0.00 0.30 20.50 17.00 224838.18 -108084.74 123131.70 -123131.703 149122.68 0.00 0.25 20.50 17.00 299229.70 -159268.45 183420.89 -183420.892 184090.12 0.00 0.28 20.50 17.00 394677.34 -197845.90 226430.84 -226430.841 205010.87 0.00 0.32 22.50 17.00 473826.72 -221999.78 276764.68 -276764.68

4.03 -0.20 2.23 0.78

( )( )

1

2

i i i i

i i i i

Mt V e 0.06B

Mt V 'e 0.06B

= +

=

[ ]( ) ( )

( )

4

1 4 16 para 0.5 1

1 4 16 2 2 para 1.0 2

1 para 2' 6 1 0.6 acot ando 1 ' 1

= + = + = =

t

e 0.2rr 0.5r

=

=

CORTES POR TORSION

Nivel Prtico Kpi (Kg/cm) dp (m) Kpdp Kpdp2 Mtx1 Mtx2 Mty1 Mty2 Vtx1 Vtx2 Vty1 Vty2

1 1868171.74 -7.328 -13690871.93 100333374.21 -3248.38 1385.29 -1566.35 1566.352 914141.925 -2.328 -2128567.40 4956341.10 -505.04 215.38 -243.53 243.533 909316.461 2.672 2429250.93 6489775.92 576.38 -245.80 277.93 -277.934 1867135.71 7.172 13390188.41 96027912.91 3177.04 -1354.86 1531.95 -1531.95A 947285.223 -10.000 -9472852.23 94728522.27 -2247.59 958.50 -1083.77 1083.77B 947345.517 -3.500 -3315709.31 11604982.58 -786.71 335.49 -379.34 379.34C 947345.517 3.500 3315709.31 11604982.58 786.71 -335.49 379.34 -379.34D 947285.223 10.000 9472852.23 94728522.27 2247.59 -958.50 1083.77 -1083.77

420474413.84


1 4586347.5 -7.312 -33533199.14 245178858.62 -6140.75 2951.99 -3362.95 3362.952 5369529.57 -2.312 -12411807.40 28690215.96 -2272.90 1092.64 -1244.75 1244.753 4903724.79 2.688 13183536.43 35443594.43 2414.23 -1160.57 1322.14 -1322.144 4557500 7.188 32761470.11 235504974.93 5999.42 -2884.06 3285.56 -3285.56A 3041662.59 -10.000 -30416625.89 304166258.93 -5570.03 2677.64 -3050.40 3050.40B 3046505.05 -3.500 -10662767.67 37319686.84 -1952.61 938.66 -1069.34 1069.34C 3046505.05 3.500 10662767.67 37319686.84 1952.61 -938.66 1069.34 -1069.34D 3041662.59 10.000 30416625.89 304166258.93 5570.03 -2677.64 3050.40 -3050.40

1227789535.48


1 5143796.26 -7.272 -37406137.46 272020711.70 -7493.73 3988.63 -4593.48 4593.482 5981598.38 -2.272 -13590716.04 30879298.60 -2722.69 1449.18 -1668.94 1668.943 5798841.71 2.728 15818731.69 43152112.92 3169.03 -1686.76 1942.54 -1942.544 4866982.37 7.228 35178121.81 254264379.74 7047.38 -3751.05 4319.88 -4319.88A 3973330.41 -10.000 -39733304.09 397333040.94 -7959.94 4236.77 -4879.26 4879.26B 4027318.64 -3.500 -14095615.25 49334653.39 -2823.84 1503.02 -1730.95 1730.95C 4027318.64 3.500 14095615.25 49334653.39 2823.84 -1503.02 1730.95 -1730.95D 3973330.41 10.000 39733304.09 397333040.94 7959.94 -4236.77 4879.26 -4879.26

1493651891.63

5

4

3

9

9

7

6

4

.

4

8

-

4

2

5

4

5

.

0

4

4

8

1

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CORTES POR TORSION


1 8051226.72 -7.314 -58883518.26 430650985.89 -9637.45 4831.11 -5529.11 5529.112 8051226.72 -2.314 -18627384.68 43096471.16 -3048.74 1528.29 -1749.10 1749.103 8881437.02 2.686 23859018.99 64094671.41 3905.00 -1957.52 2240.34 -2240.344 7465761.11 7.186 53651883.95 385563455.37 8781.19 -4401.88 5037.87 -5037.87A 6562449.64 -10.000 -65624496.40 656244963.96 -10740.74 5384.18 -6162.09 6162.09B 7164483.94 -3.500 -25075693.80 87764928.30 -4104.13 2057.34 -2354.59 2354.59C 7164483.94 3.500 25075693.80 87764928.30 4104.13 -2057.34 2354.59 -2354.59D 6562449.64 10.000 65624496.40 656244963.96 10740.74 -5384.18 6162.09 -6162.09

2411425368.35


1 10722436.8 -7.354 -78853952.12 579900436.14 -12906.01 6469.59 -7404.32 7404.322 11372496.7 -2.354 -26772079.17 63024350.81 -4381.78 2196.52 -2513.88 2513.883 11368457.9 2.646 30079718.16 79587702.41 4923.14 -2467.90 2824.46 -2824.464 10571991.2 7.146 75546313.13 539845836.78 12364.64 -6198.21 7093.74 -7093.74A 8310975.14 -10.000 -83109751.37 831097513.70 -13602.55 6818.76 -7803.94 7803.94B 11967769.9 -3.500 -41887194.60 146605181.09 -6855.67 3436.64 -3933.17 3933.17C 11967769.9 3.500 41887194.60 146605181.09 6855.67 -3436.64 3933.17 -3933.17D 8310975.14 10.000 83109751.37 831097513.70 13602.55 -6818.76 7803.94 -7803.94

3217763715.72

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i i ii Np

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j 1

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=

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CORTES POR TRASLACIN

Nivel 5

Prtico Kpx Kpy V5 Vx Vy1 1868171.74 12192.4762 914141.925 5966.0763 909316.461 5934.5834 1867135.71 12185.715A 947285.223 9069.424B 947345.517 9070.001C 947345.517 9070.001D 947285.223 9069.424 5558765.84 3789261.48

Nivel 4

Prtico Kpx Kpy V4 Vx Vy1 4586347.5 23645.4352 5369529.57 27683.2193 4903724.79 25281.7094 4557500 23496.708A 3041662.59 25006.862B 3046505.05 25046.674C 3046505.05 25046.674D 3041662.59 25006.862 19417101.9 12176335.3

Nivel 3


3627

8.85

1001

07.0

714

9122

.68

CORTES POR TRASLACIN

Nivel 2


Nivel 1

Prtico Kpx Kpy V2 Vx Vy1 10722436.8 49919.3152 11372496.7 52945.7303 11368457.9 52926.9274 10571991.2 49218.901A 8310975.14 42010.496B 11967769.9 60494.941C 11967769.9 60494.941D 8310975.14 42010.496 44035382.6 40557490

2050

10.8

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4090

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CORTES Y FUERZAS SSMICAS DEFINITIVAS

Nivel Prtico Traslacin Torsin en X Torsin en Y Vpi1 12192.48 1385.29 1566.35 14047.672 5966.08 215.38 243.53 6254.513 5934.58 576.38 277.93 6594.344 12185.71 3177.04 1531.95 15822.34A 9069.42 958.50 1083.77 10440.74B 9070.00 335.49 379.34 9549.99C 9070.00 786.71 379.34 9685.36D 9069.42 2247.59 1083.77 10827.47

1 23645.43 2951.99 3362.95 27606.312 27683.22 1092.64 1244.75 29149.283 25281.71 2414.23 1322.14 28092.584 23496.71 5999.42 3285.56 30481.80A 25006.86 2677.64 3050.40 28860.55B 25046.67 938.66 1069.34 26397.61C 25046.67 1952.61 1069.34 26701.80D 25006.86 5570.03 3050.40 29728.27

1 35200.26 3988.63 4593.48 40566.942 40933.55 1449.18 1668.94 42883.423 39682.90 3169.03 1942.54 43434.704 33305.96 7047.38 4319.88 41649.31A 37029.10 4236.77 4879.26 43179.39B 37532.24 1503.02 1730.95 39714.09C 37532.24 2823.84 1730.95 40110.33D 37029.10 7959.94 4879.26 44296.34

Nivel Prtico Traslacin Torsin en X Torsin en Y Vpi1 45675.41 4831.11 5529.11 52165.262 45675.41 1528.29 1749.10 47728.433 50385.28 3905.00 2240.34 54962.384 42354.01 8781.19 5037.87 52646.56A 42010.50 5384.18 6162.09 49787.83B 60494.94 2057.34 2354.59 63466.73C 60494.94 4104.13 2354.59 64080.77D 42010.50 10740.74 6162.09 51394.80

1 49919.32 6469.59 7404.32 58610.202 52945.73 2196.52 2513.88 55896.413 52926.93 4923.14 2824.46 58697.404 49218.90 12364.64 7093.74 63711.67A 42010.50 6818.76 7803.94 51860.06B 60494.94 3436.64 3933.17 65459.11C 60494.94 6855.67 3933.17 66484.81D 42010.50 13602.55 7803.94 53895.20

Cortantes ssmicos

1

5

4

3

2

Cortantes ssmicos

CORTES Y FUERZAS SSMICAS DEFINITIVAS

Prtico Nivel Vi Fi5 14047.67 14047.674 27606.31 13558.643 40566.94 12960.622 52165.26 11598.321 58610.20 6444.94

5 6254.51 6254.514 29149.28 22894.773 42883.42 13734.142 47728.43 4845.021 55896.41 8167.98

5 6594.34 6594.344 28092.58 21498.243 43434.70 15342.122 54962.38 11527.681 58697.40 3735.02

5 15822.34 15822.344 30481.80 14659.463 41649.31 11167.512 52646.56 10997.251 63711.67 11065.11 225850.58

Prtico Nivel Vi Fi5 10440.74 10440.744 28860.55 18419.813 43179.39 14318.842 49787.83 6608.441 51860.06 2072.23

5 9549.99 9549.994 26397.61 16847.623 39714.09 13316.482 63466.73 23752.641 65459.11 1992.38

5 9685.36 9685.364 26701.80 17016.443 40110.33 13408.542 64080.77 23970.431 66484.81 2404.05

5 10827.47 10827.474 29728.27 18900.803 44296.34 14568.072 51394.80 7098.461 53895.20 2500.39 237699.18

C

D

FUERZAS SSMICAS DEFINITIVAS

A

B

1

2

3

4

PORTICO 1

h e inel /(hi-hi-1)TECHO 13.8 0.03340 0.12024 0.026804 0.0099

N4 11.1 0.02596 0.09344 0.022540 0.0083N3 8.4 0.01969 0.07090 0.028250 0.0105N2 5.7 0.01185 0.04265 0.023116 0.0086N1 3 0.00543 0.01953 0.019535 0.0065N0 0 0 0

PORTICO 2


N4 11.1 0.02261 0.08139 0.018431 0.0068N3 8.4 0.01749 0.06296 0.025683 0.0095N2 5.7 0.01035 0.03727 0.019785 0.0073N1 3 0.00486 0.01749 0.017488 0.0058N0 0 0 0

PORTICO 3


N4 11.1 0.02433 0.08758 0.019688 0.0073N3 8.4 0.01886 0.06789 0.027232 0.0101N2 5.7 0.01129 0.04066 0.021967 0.0081N1 3 0.00519 0.01869 0.018690 0.0062N0 0 0 0

PORTICO 4


N4 11.1 0.02845 0.10241 0.024709 0.0092N3 8.4 0.02158 0.07770 0.030942 0.0115N2 5.7 0.01299 0.04676 0.025601 0.0095N1 3 0.00588 0.02116 0.021159 0.0071N0 0 0 0

PORTICO A


N4 11.1 0.03320 0.11952 0.033787 0.0125N3 8.4 0.02381 0.08573 0.038442 0.0142N2 5.7 0.01314 0.04729 0.027716 0.0103N1 3 0.00544 0.01957 0.019571 0.0065N0 0 0 0

PORTICO B


N4 11.1 0.03269 0.11767 0.031260 0.0116N3 8.4 0.02400 0.08641 0.037045 0.0137N2 5.7 0.01371 0.04937 0.028777 0.0107N1 3 0.00572 0.02059 0.020593 0.0069N0 0 0 0

PORTICO C


N4 11.1 0.03395 0.12222 0.034823 0.0129N3 8.4 0.02428 0.08740 0.037427 0.0139N2 5.7 0.01388 0.04997 0.029084 0.0108N1 3 0.00580 0.02089 0.020887 0.0070N0 0 0 0

PORTICO D


N4 11.1 0.03423 0.12322 0.034798 0.0129N3 8.4 0.02456 0.08842 0.039519 0.0146N2 5.7 0.01358 0.04890 0.028609 0.0106N1 3 0.00564 0.02029 0.020292 0.0068N0 0 0 0

fuerzas sismicas1

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