Ejemplo de Calculo de Derivas

PARAMETROS

TIPO DE EDIFICACION: ESTACIN DE POLICIALOCALIZACION: TUMACO, NARIOTIPO DE SUELO: ARCILLAS BLANDASGrupo de importancia IIIPerfil del suelo S4Zona de amenaza sismica altaSistema estructural sistema porticoOficinas 0.2 ton/m2Concreto 2.4 ton/m2

predimensinoamiento de losa

paneles Fy 1 420 1.14285714292 420 1.28571428573 420 1.42857142864 420 15 420 1.16666666676 420 17 420 1.258 420 1.14285714299 420 1.12510 420 1.111111111111 420 1.142857142912 420 1.285714285713 420 1.333333333314 420 1.12515 420 1

Peso propio de la losa 0.56347826

predimensionamiento de vigas

vigas L relacion1 9 0.0602 9 0.0603 9 0.0604 9 0.0605 8 0.0606 7 0.060

a 6 0.060b 9 0.060c 10 0.060d 10 0.060e 10 0.060f 10 0.060

Peso propio de la viga 111.552101.472peso viga 0.221

962Peso propio del voladizo 22.68

25.217.6415.1220.58

peso del vol 101.22peso de placa 455.8539130435

557.0739130435wtotal de placa 0.5993264261

peso de los muros por pisopiso

54321

Predimensionamiento de columnas

area aferente N de pisos W80.75 5 1.31096693

columnas fijas h (mts) b (mts)A-2 0.45 0.25D-1 0.4 0.55D-3 0.3 1.75E-5 0.5 0.65F-2 0.35 0.55

W columnas

predimensionamiento de escalera

L 9peldaos 5espesor 0.45peso de losa horizontal 1.161peso de losa inclinada 5.2488peso peldaos 0.32775peso de acabados 0.89025

w 7.6278w escalera 0.007929106

PARAMETROS

ESTACIN DE POLICIA TERSON MENDOZA GONZALEZTUMACO, NARIO KEVIN MATTOS VILLEGASARCILLAS BLANDAS ANTONIO DE LA BARRERA CARDENAS

1.2

0.4sistema portico

predimensinoamiento de losa

Ln t8 0.199 0.2010 0.227 0.177 0.168 0.1910 0.238 0.199 0.2110 0.238 0.199 0.208 0.189 0.219 0.22

predimensionamiento de vigas

h (mts) b (mts)0.54 0.270.54 0.270.54 0.27 vigas0.54 0.270.48 0.240.42 0.21

0.4 0.20.54 0.270.70 0.400.60 0.300.60 0.300.60 0.30

unidadeston 166 mtston 151 mtston/m2 809 mts2

espesorton/m2 0.35 mts

tonton

0.1363636364altura carga

3.5 0.483 0.413 0.413 0.414 0.55

Predimensionamiento de columnas

P Fc Fy529.3028975122 2800 42000

w Wt1 Wt2,3,41.08 0.0011226611 0.00084199582.112 0.0021954262 0.00164656965.04 0.0052390852 0.00392931393.12 0.0032432432 0.00243243241.848 0.0019209979 0.0014407484

Wt 0.0137214137 0.0102910603340.704 0.3541621622 0.2656216216

WT columnas 0.3678835759 0.2759126819

unidades

mts

mtston/mts2ton/mts2ton/mts2ton/mts2ton/mts2ton/mts2

PARAMETROS

TERSON MENDOZA GONZALEZKEVIN MATTOS VILLEGASANTONIO DE LA BARRERA CARDENAS

Avaluo de cargasCARGA MUERTA

W losa 0.5993264261W muro 0.00Cielo razo 0.005Impermeabilizacion 0.015

carga muerta 0.61932643W viga 0.221

W5 0.84076510Wt 1.16266322

CARGA MUERTA

W losa 0.59932643W muro 0.48Cielo razo 0.005escalera 0.007929106carga muerta del piso 1.08159915W viga 0.221carga muerta con viga 1.31096693

CM VIGA Y COLUMNA 1.44948273

CARGA MUERTA

W losa 0.59932643W muro 0.41Cielo razo 0.005ESCALERA 0.007929106carga muerta 1.01341734W viga 0.221

carga muerta con viga 1.24278511CM VIGA Y COLUMNA 1.51869779

0.7053120793

Ag a b0.4974651292 1.30 1.30

Wt5 unidades0.0009823285 ton/mts20.0019209979 ton/mts20.0045841996 ton/mts20.0028378378 ton/mts20.0016808732 ton/mts20.012006237 ton/mts20.3098918919 ton/mts2

0.3218981289 ton/mts2

Avaluo de cargascubiertaUnidadeston/m2ton/m2ton/m2ton/m2ton/m2

ton/m2ton/m2

carga vivaton/m2 carga viva escaleraton/m2

carga totalcuaro piso pisoUnidades cubiertaton/m2 4ton/m2 3ton/m2 2ton/m2 1ton/m2ton/m2 carga total del edificioton/m2ton/m2

ton/m2

primero,segundo piso, tercero Unidadeston/m2ton/m2ton/m2ton/m2

ton/m2

ton/m2ton/m2

0.2 ton/m20.3 ton/m2

carga totalcarga muerta carga total unidades

0.84076510 1001.21602189 ton1.24278511 1387.95927644 ton1.24278511 1387.95927644 ton1.24278511 1387.95927644 ton1.31096693 1453.55018553 ton

6618.64403673 ton

DIRECCION EN X y DIRECCION EN Y

PORTICO AALTURA PISOS Fi Vi i

16.5 5 50 50 0.05988813 4 39.39393939 89.39393939 0.04441610 3 30.3030303 119.6969697 0.030837 2 21.21212121 140.9090909 0.0177834 1 12.12121212 153.030303 0.0069

PORTICO BALTURA PISOS Fi Vi i

16.5 5 50 50 0.02347713 4 39.39393939 89.39393939 0.01727310 3 30.3030303 119.6969697 0.0118817 2 21.21212121 140.9090909 0.0067794 1 12.12121212 153.030303 0.002595

PORTICO CALTURA PISOS Fi Vi i

16.5 5 50 50 0.01705313 4 39.39393939 89.39393939 0.01257710 3 30.3030303 119.6969697 0.0086727 2 21.21212121 140.9090909 0.004964 1 12.12121212 153.030303 0.001904

PORTICO DALTURA PISOS Fi Vi i

16.5 5 50 50 0.01648513 4 39.39393939 89.39393939 0.01235110 3 30.3030303 119.6969697 0.0086537 2 21.21212121 140.9090909 0.0050414 1 12.12121212 153.030303 0.001978

PORTICO EALTURA PISOS Fi Vi i

16.5 5 50 50 0.01106513 4 39.39393939 89.39393939 0.00827710 3 30.3030303 119.6969697 0.0057867 2 21.21212121 140.9090909 0.0033614 1 12.12121212 153.030303 0.001313

PORTICO FALTURA PISOS Fi Vi i

16.5 5 50 50 0.01082113 4 39.39393939 89.39393939 0.00809810 3 30.3030303 119.6969697 0.0056637 2 21.21212121 140.9090909 0.003294 1 12.12121212 153.030303 0.001286


PORTICO 1i K ALTURA PISOS

0.015472 3231.644261 16.5 50.013586 6579.857161 13 40.013047 9174.290618 10 30.010883 12947.63309 7 2

0.0069 22178.30479 4 1


0.006204 8059.31657 16.5 50.005392 16578.99469 13 40.005102 23460.79375 10 30.004184 33678.081 7 20.002595 58971.21504 4 1


0.004476 11170.68811 16.5 50.003905 22892.17398 13 40.003712 32245.95089 10 30.003056 46108.99572 7 20.001904 80373.05831 4 1


0.004134 12094.82342 16.5 50.003698 24173.59097 13 40.003612 33138.69593 10 30.003063 46003.62093 7 20.001978 77366.17949 4 1


0.002788 17934.00287 16.5 50.002491 35886.76812 13 40.002425 49359.57513 10 30.002048 68803.26705 7 20.001313 116550.1166 4 1


0.002723 18362.10062 16.5 50.002435 36712.0901 13 40.002373 50441.20088 10 30.002004 70313.91762 7 20.001286 118997.1252 4 1


Fi Vi i i K50 50 0.010373 0.002592 19290.1234568

39.39393939 89.39393939 0.007781 0.002328 38399.458502630.3030303 119.6969697 0.005453 0.002277 52567.8391291

21.21212121 140.9090909 0.003176 0.001931 72972.082293712.12121212 153.030303 0.001245 0.001245 122915.906048

Fi Vi i i K50 50 0.011675 0.002848 17556.1797753

39.39393939 89.39393939 0.008827 0.002592 34488.40254430.3030303 119.6969697 0.006235 0.002573 46520.3924201

21.21212121 140.9090909 0.003662 0.002212 63702.120664112.12121212 153.030303 0.00145 0.00145 105538.140021

Fi Vi i i K50 50 0.014524 0.003697 13524.4793075

39.39393939 89.39393939 0.010827 0.003279 27262.561571830.3030303 119.6969697 0.007548 0.003175 37699.8329754

21.21212121 140.9090909 0.004373 0.002668 52814.5018412.12121212 153.030303 0.001705 0.001705 89753.8434195

Fi Vi i i K50 50 0.01614 0.004185 11947.4313023

39.39393939 89.39393939 0.011955 0.003679 24298.434192430.3030303 119.6969697 0.008276 0.003521 33995.1632198

21.21212121 140.9090909 0.004755 0.00292 48256.537982612.12121212 153.030303 0.001835 0.001835 83395.260507

Fi Vi i i K50 50 0.027153 0.006883 7264.274299

39.39393939 89.39393939 0.02027 0.006122 14602.080920330.3030303 119.6969697 0.014148 0.005943 20140.8328617

21.21212121 140.9090909 0.008205 0.005003 28164.919230312.12121212 153.030303 0.003202 0.003202 47792.0996347

Fi Vi i i K50 50 0.037051 0.009894 5053.56781888

39.39393939 89.39393939 0.027157 0.008547 10459.101368230.3030303 119.6969697 0.01861 0.008035 14896.9470687

21.21212121 140.9090909 0.010575 0.006546 21525.983945812.12121212 153.030303 0.004029 0.004029 37982.204773


PORTICO DE LAEDIFICACION EN Dr XPISOS Fi Vi Ki

5 50 50 70852.5758544 39.3939393939 89.3939393939 142823.475033 30.303030303 119.696969697 197820.50722 21.2121212121 140.9090909091 277855.51541 12.1212121212 153.0303030303 474435.9994

PERIODO TT Ta 0.4978289601

0.4978289601 0.6549421560.7859305873

PORTICO DE LA EDIFICACION EN Dr YPISOS Fi Vi Ki

5 50 50 74636.055964 39.3939393939 89.3939393939 149510.03913 30.303030303 119.696969697 205821.007672 21.2121212121 140.9090909091 287436.145961 12.1212121212 153.0303030303 487377.4544

PERIODO TT Ta 0.4883397844

0.4883397844 0.6549421560.7859305873

Aa 0.4I 1.2S 2

To Tc Tl0.6 0.96 4.8

FORMULA 0.48 1.2 2.3590132052

* 0 1.2 0

Sa 1.2

Vb 7942.3728441

FUERZAS DE VIENTO

PARAMENTROS CALCULOSVEL.VIENTO 60 KM/H VsCLASE B qS1 1 CpeS2 0.996 aS3 1.05 bS4 1 cH 16.5 dw 40 Cp Locall 37Cp Superficie Pa -0.5b -0.5 FUERZAc 0.7d -0.2Cp Local -0.8

i i Wi Wi*i^2 Fi*i0.0007056906 0.0027663573 1001.216022 0.007662038 0.1383178630.0006259051 0.0020606666 1387.959276 0.005893757 0.0811777750.0006050787 0.0014347615 1387.959276 0.002857171 0.0434776220.0005071308 0.0008296829 1387.959276 0.000955435 0.017599333

0.000322552 0.000322552 1453.550186 0.000151227 0.003909722

i i Wi Wi*i^2 Fi*i0.0006699175 0.0026536034 1001.216022 0.007050174 0.1326801690.0005979126 0.0019836859 1387.959276 0.005461633 0.0781452020.0005815586 0.0013857733 1387.959276 0.002665392 0.0419931290.0004902275 0.0008042147 1387.959276 0.000897678 0.01705910.0003139872 0.0003139872 1453.550186 0.000143303 0.003805906

K

DISTRIBUCION DE Vs POR PISO DIR X0.24 PISOS Wi

5 1001.2160220 4 1387.959276

3 1387.9592762 1387.959276

1 1453.550186

DISTRIBUCION DE Vs POR PORTICOS XPISOS VA

62.748 5 93.310481430.1889909522 4 197.3336045

3 278.5945165-0.0944954761 SUCCION 2 336.2723138-0.0944954761 SUCCION 1 371.27951060.1322936665 PRESION

-0.0377981904 SUCCION-0.0377981904 SUCCION

21.2162425262 KN/M2 DISTRIBUCION DE Vs POR PISO DIR Y0.0212162425 TON/M2 PISOS Wi

14.0027200673 TON 5 1001.2160224 1387.9592763 1387.9592762 1387.9592761 1453.550186

DISTRIBUCION DE Vs POR PORTICOS YPISOS V1

5 528.74813894 1100.1171213 1534.2700482 1832.0406611 2003.05522

10.99416989

2

DISTRIBUCION DE Vs POR PISO DIR XHi Wi*HiEXPK Fi Vi

16.5 16252.256664473 2045.796948 2045.7969475113 17775.657196645 2237.559127 4283.3560744410 13694.513738332 1723.83411 6007.19018448

7 9606.1143290662 1209.195731 7216.38591511

4 5767.3983329131 725.986929 7942.37284407 63095.940261429

DISTRIBUCION DE Vs POR PORTICOS XVB VC VD VE VF232.7046694 322.5423969477 349.2258754 517.826315903 530.1872085497.2133441 686.5491296766 724.9795434 1076.26429201 1101.016161712.4309401 979.2086897731 1006.318565 1498.8959408 1531.741532874.6777225 1197.5299708065 1194.793206 1786.93925331 1826.173448987.2171958 1345.4982264378 1295.161083 1951.126141 1992.090687

DISTRIBUCION DE Vs POR PISO DIR YHi Wi*HiEXPK Fi Vi

16.5 16252.256664473 2045.796948 2045.7969475113 17775.657196645 2237.559127 4283.3560744410 13694.513738332 1723.83411 6007.19018448

7 9606.1143290662 1209.195731 7216.385915114 5767.3983329131 725.986929 7942.37284407 63095.940261429

DISTRIBUCION DE Vs POR PORTICOS YV2 V3 V4 V5 V6481.2202163 370.7100827903 327.4827183 199.115963399 138.5198278988.0681553 781.0529608368 696.1328238 418.339212444 299.64580071357.766381 1100.3253223033 992.1990623 587.839962698 434.78940861599.308552 1325.9634619843 1211.530999 707.109837412 540.4324041719.864655 1462.6414951817 1359.021117 778.826904836 618.9634523

CENTRO DE RIGIDEZCENTRO DE RIGIDEZ CUBIERTA

PORTICO K X (m) Y (m)1 19290.12346 02 17556.17978 83 13524.47931 174 11947.4313 275 7264.274299 346 5053.567819 40

A 3231.644261 37B 8059.31657 30C 11170.68811 22D 12094.82342 13E 17934.00287 6F 18362.10062 0

CENTRO DE RIGIDEZ PISO 4PORTICO K X (m) Y (m)

1 38399.4585 02 34488.40254 83 27262.56157 174 24298.43419 275 14602.08092 346 10459.10137 40

A 6579.857161 37B 16578.99469 30C 22892.17398 22D 24173.59097 13E 35886.76812 6F 36712.0901 0


1 52567.83913 02 46520.39242 83 37699.83298 174 33995.16322 275 20140.83286 346 14896.94707 40

A 9174.290618 37B 23460.79375 30C 32245.95089 22D 33138.69593 13E 49359.57513 6

F 50441.20088 0


1 72972.08229 02 63702.12066 83 52814.50184 174 48256.53798 275 28164.91923 346 21525.98395 40

A 12947.63309 37B 33678.081 30C 46108.99572 22D 46003.62093 13E 68803.26705 6F 70313.91762 0


1 122915.906 02 105538.14 83 89753.84342 174 83395.26051 275 47792.09963 346 37982.20477 40

A 22178.30479 37B 58971.21504 30C 80373.05831 22D 77366.17949 13E 116550.1166 6F 118997.1252 0

CENTRO DE RIGIDEZCENTRO DE RIGIDEZ CUBIERTA

K*X K*Y Crx 15.30191080 Cry 12.306429

140449.4382229916.1482322580.6452246985.3262202142.7128

119570.8376241779.4971245755.1385157232.7044107604.0172

0

CENTRO DE RIGIDEZ PISO 4K*X K*Y Crx 15.4522286

0 Cry 12.4211351275907.2204463463.5467656057.7232 VG496470.7513 AREA VG 0.28418364.0547

243454.715497369.8408503627.8276314256.6826215320.6087

0


0 Cry 12.5348176372163.1394640897.1606917869.4069684788.3173595877.8827

339448.7529703823.8124709410.9195430803.0471296157.4508

0CENTRO DE RIGIDEZ PISO 2K*X K*Y Crx 15.7566705

0 Cry 12.64927509616.9653897846.53131302926.526957607.2538861039.3578

479062.42431010342.43

1014397.906598047.0721412819.6023

0


0 Cry 12.7793887844305.12021525815.3382251672.0341624931.3881519288.191

820597.27711769136.4511768207.2831005760.333699300.6993

0

CENTRO DE MASACUBIERTA

PANEL AREA PESO X PANEL Yi Xi1 56 31.5547826087 3.5 42 64 36.0626086957 11 43 72 40.5704347826 19.5 44 56 31.5547826087 27.5 45 48 27.0469565217 34 46 63 35.4991304348 3.5 12.57 72 40.5704347826 11 12.58 81 45.6417391304 19.5 12.59 63 35.4991304348 27.5 12.5

10 70 39.4434782609 3.5 2211 80 45.0782608696 11 2212 90 50.7130434783 19.5 2213 49 27.6104347826 3.5 30.514 56 31.5547826087 11 30.515 42 23.6660869565 3.5 3716 27 22.68 32.5 12.517 30 25.2 25.5 2218 21 17.64 16.5 30.519 18 15.12 8.5 3720 24.5 20.58 3.5 41.751 37 24.864 0.15 18.52 37 24.864 7 18.53 31 20.832 15 15.54 24 16.128 24 125 15 10.08 31 7.56 7 4.704 35.85 3.5A 8 5.376 4 0.15B 17 11.424 8.5 8C 27 18.144 13.5 17D 34 22.848 17 27E 40 26.88 20 34F 40 26.88 20 39.85

856.3100869565

PISOS 1,2,3 Y 4PANEL AREA PESO X PANEL Yi Xi

1 56 31.5547826087 3.5 42 64 36.0626086957 11 43 72 40.5704347826 19.5 44 56 31.5547826087 27.5 45 48 27.0469565217 34 46 63 35.4991304348 3.5 12.57 72 -40.5704347826 11 12.58 81 -45.6417391304 19.5 12.5

9 63 35.4991304348 27.5 12.510 70 39.4434782609 3.5 2211 80 45.0782608696 11 2212 90 50.7130434783 19.5 2213 49 27.6104347826 3.5 30.514 56 31.5547826087 11 30.515 42 23.6660869565 3.5 3716 27 22.68 32.5 12.517 30 25.2 25.5 2218 21 17.64 16.5 30.519 18 15.12 8.5 3720 24.5 20.58 3.5 41.751 37 24.864 0.15 18.52 37 24.864 7 18.53 31 20.832 15 15.54 24 16.128 24 125 15 10.08 31 7.56 7 4.704 35.85 3.5A 8 5.376 4 0.15B 17 11.424 8.5 8C 27 18.144 13.5 17D 34 22.848 17 27E 40 26.88 20 34F 40 26.88 20 39.85

683.8857391304

CENTRO DE MASAW*Yi W*Xi COORDENADAS

110.4417391 126.2191304 Xc 18.23324039396.6886957 144.2504348 Yc 14.86457151791.1234783 162.2817391867.7565217 126.2191304919.5965217 108.1878261124.2469565 443.7391304446.2747826 507.1304348890.013913 570.5217391976.226087 443.7391304

138.0521739 867.7565217495.8608696 991.7217391988.9043478 1115.68695796.63652174 842.1182609347.1026087 962.420869682.83130435 875.6452174

737.1 283.5642.6 554.4

291.06 538.02128.52 559.4472.03 859.215

3.7296 459.984174.048 459.984312.48 322.896

387.072 193.536312.48 75.6

168.6384 16.46421.504 0.806497.104 91.392

244.944 308.448388.416 616.896

537.6 913.92537.6 1071.168

12728.6825 15613.3077

W*Yi W*Xi COORDENADAS110.4417391 126.2191304 Xc 19.67873073396.6886957 144.2504348 Yc 14.70436442791.1234783 162.2817391867.7565217 126.2191304919.5965217 108.1878261124.2469565 443.7391304-446.2747826 -507.1304348-890.013913 -570.5217391

976.226087 443.7391304138.0521739 867.7565217495.8608696 991.7217391988.9043478 1115.68695796.63652174 842.1182609347.1026087 962.420869682.83130435 875.6452174

737.1 283.5642.6 554.4

291.06 538.02128.52 559.4472.03 859.215

3.7296 459.984174.048 459.984312.48 322.896

387.072 193.536312.48 75.6

168.6384 16.46421.504 0.806497.104 91.392

244.944 308.448388.416 616.896

537.6 913.92537.6 1071.168

10056.1051 13458.0033

EXENTRICIDAD NATURAL (cubierta)

ex 2.9313295898ey 2.5581425

EXENTRICIDAD NATURAL (piso 4)

ex 4.2265021731ey 2.2832293494


ex 4.074901255ey 2.1695467834


ex 3.9220602611ey 2.0550944239


ex 3.744444073ey 1.9249757329

EXENTRICIDAD ACCIDENTAL (cubierta)ex 2ey 1.85

CASO 1

EXENTRICIDAD TOTAL (cubierta)ext 4.9313295898eyt 4.4081425

EXENTRICIDAD TOTAL (PISO 4)ext 6.2265021731eyt 4.1332293494




CALCULO DE MOMENTOSPISO DIRECCION X DIRECCION Y

5 9018.1644707668 10088.49902199754 17704.093040694 26670.32590556053 24146.181983229 36493.08719052792 7131.3797508831 42735.87225664521 29982.264747921 45624.5166096554

EFECTO TORSIONANTE CUBIERTAPORTICO K X Y

1 19290.12345679 -15.30191079672 17556.179775281 -7.30191079673 13524.479307547 1.69808920334 11947.43130227 11.69808920335 7264.2742989975 18.6980892033

6 5053.5678188801 24.6980892033A 3231.6442605998 -24.6935709907B 8059.3165699549 -18.6935709907C 11170.688114388 -11.6935709907D 12094.823415578 -2.6935709907E 17934.002869441 5.3064290093F 18362.100624312 12.3064290093

EFECTO TORSIONANTE PISO 4PORTICO K X Y

1 38399.458502551 -15.45222856072 34488.402543958 -7.45222856073 27262.561571802 1.54777143934 24298.434192427 11.54777143935 14602.080920278 18.54777143936 10459.101368192 24.5477714393

A 6579.8571613381 -25.4302B 16578.994694722 -19.4302C 22892.173980522 -12.4302D 24173.590966452 -3.4302E 35886.768122818 4.5698F 36712.090100181 12.4211350715


1 52567.839129104 -15.60382947882 46520.39242012 -7.60382947883 37699.832975424 1.39617052124 33995.163219815 11.39617052125 20140.832861681 18.39617052126 14896.947068696 24.3961705212

A 9174.2906183007 -24.4651823625B 23460.793746956 -18.4651823625C 32245.950888192 -11.4651823625D 33138.695929394 -2.4651823625E 49359.575132771 5.5348176375F 50441.200883679 12.5348176375


1 72972.082293677 -15.75667047272 63702.120664146 -7.75667047273 52814.501839989 1.24332952734 48256.537982565 11.24332952735 28164.91923028 18.24332952736 21525.983945782 24.2433295273

A 12947.633089138 -24.350730003

B 33678.081001217 -18.350730003C 46108.995716326 -11.350730003D 46003.620930164 -2.350730003E 68803.267045455 5.649269997F 70313.917619307 12.649269997


1 122915.90604844 -15.93428666082 105538.1400209 -7.93428666083 89753.843419533 1.06571333924 83395.260506977 11.06571333925 47792.099634698 18.06571333926 37982.204772972 24.0657133392

A 22178.304787001 -24.220611312B 58971.215040579 -18.220611312C 80373.058314235 -11.220611312D 77366.179489537 -2.220611312E 116550.11655012 5.779388688F 118997.12521797 12.779388688

CASO 2

EXENTRICIDAD TOTAL (cubierta)ext 4.9313295898eyt 0.7081425





CALCULO DE MOMENTOSPISO DIRECCION X DIRECCION Y

5 1448.7157649957 10088.49902199754 1855.6755652812 26670.32590556053 1919.5783006432 36493.08719052792 374.5379914502 42735.87225664521 595.4852248465 45624.5166096554

EFECTO TORSIONANTE CUBIERTAK*X K*Y K*X^2 K*Y^2-295175.74839 4516752.97125386-128193.65865 936058.6601613522965.772293 38997.9299757153139762.11712 1634949.7133649135828.04884 2539724.97352178

124813.46879 3082654.1858437-79800.8369658146 1970567.633

-150657.40643699 2816324.923-130625.234480582 1527475.453-32578.2654898606 87751.8708595165.5130792383 504989.0393225971.887794681 2780906.995

EFECTO TORSIONANTE PISO 4K*X K*Y K*X^2 K*Y^2-593357.20939 9168691.2176489-257015.45845 1915337.9400264742196.214162 65310.0951253581280592.76439 3240221.11064466270836.05945 5023405.32813499256747.62985 6302582.13504609

-167327.08358426 4255161.201-322133.182717381 6259112.167-284554.301012688 3537066.872-82920.2517331235 284433.0475163995.352967653 749425.964456005.829892468 5664110.006


-224450.69302312 5491227.136-433207.834906081 7999261.672-369705.707384708 4238743.356-81692.9287207391 201387.967273196.247025339 1512091.407

632271.25449441 7925404.873

EFECTO TORSIONANTE PISO 2K*X K*Y K*X^2 K*Y^2-1149797.0544 18116973.2968277

-494116.3584 3832697.7673255865665.829606 81644.2648833336542564.15838 6100227.62240371513821.90263 9373822.28796676

521861.5222 12651660.8502231-315284.317532066 7677403.29

-618017.371473931 11341069.92-523370.761087464 5940640.201-108142.091969139 254212.8602388688.232212527 2195804.768889419.728510425 11250510.29


-537172.099804579 13010636.64-1074491.58784962 19577893.58-901834.847299189 10119138.29-171800.213339195 381501.4971673588.425177072 3892929.3251520710.51591728 19433750.76

CASO 3 CASO 4

EXENTRICIDAD TOTAL (cubierta) EXENTRICIDAD TOTAL (cubierta)ext 0.9313295898 exteyt 4.4081425 eyt

EXENTRICIDAD TOTAL (PISO 4) EXENTRICIDAD TOTAL (PISO 4)ext 2.2265021731 exteyt 4.1332293494 eyt




CALCULO DE MOMENTOS CALCULO DE MOMENTOSPISO DIRECCION X DIRECCION Y PISO

5 9018.1644707668 1905.3112319746 54 17704.093040694 9536.9016078169 43 24146.181983229 12464.3264525968 32 7131.3797508831 13870.3285961915 21 29982.264747921 13855.0252333587 1

EFECTO TORSIONANTE CUBIERTA FUERZA QUE SE OPONE A CUBIERTA VX VY PORTICO V118.639975711 132.7209414743 A 1.46293734451.5248716445 57.6401793157 B 6.887846093

9.2306318585 10.3261834244 C 8.27754864956.1745816559 62.8417472241 D 2.23523002554.5933617615 61.0728578442 E 9.681698648

50.1662720795 56.1203322973 F 23.5381057232.0743469302 35.8811395252 1 32.3005868360.5537248154 67.7406356425 2 12.7670716152.5021948124 58.7334975687 3 1.761961213.0941808311 14.6482835767 4 9.47237199538.2498705321 42.789614528 5 5.59727222390.8248710312 101.6045588369 6 3.578114911

EFECTO TORSIONANTE PISO 4 FUERZA QUE SE OPONE A PISO 4VX VY PORTICO V226.081643213 226.081643213 A 5.92074206197.9283242176 97.9283242176 B 28.7201755416.0776498274 16.0776498274 C 35.03044272106.911776317 106.9117763166 D 10.77941556103.194265431 103.1942654309 E 31.6489513297.8262758557 97.8262758557 F 90.0270334263.7551569478 96.0439379781 1 122.5278343122.739554066 184.9009661727 2 47.66787129108.421205537 163.3310941208 3 6.18633709631.5943692447 47.5953285266 4 36.66470456

62.485697134 94.1315606041 5 21.2674133173.747863353 261.7424191332 6 14.44089962

EFECTO TORSIONANTE PISO 3 FUERZA QUE SE OPONE A PISO 3VX VY PORTICO V

314.24411741 474.9296590131 A 11.13406202135.516312057 204.8112034885 B 54.9539856720.1647910394 30.4758523766 C 64.46018319148.419821663 224.3127918324 D 14.63794369141.945192402 214.5274265799 E 72.91322938139.230624363 210.4247917127 F 172.444380885.9877898616 129.9567739081 1 233.1479697165.963329284 250.8269941065 2 88.97731579141.635457877 214.0593124486 3 10.7294511931.2968264584 47.3001411787 4 71.21203431104.662370001 158.1804111585 5 40.34990064242.225172196 366.0845567559 6 29.27361802

EFECTO TORSIONANTE PISO 2 FUERZA QUE SE OPONE A PISO 2VX VY PORTICO V92.3209535993 553.2472841799 A 4.626112639.6742131336 237.7537255884 B 23.5869326

5.2725235161 31.5963949933 C 27.3475588743.5642449237 261.065329719 D 5.63780731941.2564355152 247.2354326275 E 30.3063684841.9019627779 251.1038524286 F 70.8714797425.3152056164 151.7052002788 1 95.0826719

49.6226293646 297.3711152179 2 35.6702841342.0231444882 251.8300521648 3 3.930212834

8.6830810851 52.0346773007 4 29.6708992531.2090452077 187.0249258681 5 16.4000272471.4144093266 427.9616541088 6 12.73039078

EFECTO TORSIONANTE PISO 1 FUERZA QUE SE OPONE A PISO 1VX VY PORTICO V385.881834239 587.202878223 A 33.1283475164.979865302 251.0526362169 B 176.198040218.8454745576 28.6774756409 C 201.5558857181.816966102 276.6739357271 D 36.96007361170.108042433 258.85626962 E 218.3058158180.091216449 274.047833452 F 503.2004219105.834452929 161.050067302 1 669.432476

211.69794451 322.1443232095 2 245.7450264177.68085448 270.379945097 3 23.8728621

33.8483357538 51.507581892 4 214.0031335132.711401995 201.9491728034 5 114.7427657299.612667102 455.9256354237 6 96.54217054

CASO 4

EXENTRICIDAD TOTAL (cubierta)0.9313295898

0.7081425

EXENTRICIDAD TOTAL (PISO 4)2.22650217310.4332293494

EXENTRICIDAD TOTAL (PISO 3)2.074901255

0.3195467834

EXENTRICIDAD TOTAL (PISO 2)1.92206026110.2050944239

EXENTRICIDAD TOTAL (PISO 1)1.744444073

0.0749757329

CALCULO DE MOMENTOSDIRECCION X DIRECCION Y1448.7157649957 1905.31123197461855.6755652812 9536.90160781691919.5783006432 12464.3264525968

374.5379914502 13870.3285961915595.4852248465 13855.0252333587

FUERZA QUE SE OPONE A CUBIERTA CORTANTE DERIVAS 0.035

5.2697299394 0.0016306652 CUMPLE14.0747569201 0.0017463958 CUMPLE14.5088514057 0.0012988324 CUMPLE

3.7893327709 0.000313302 CUMPLE14.2214426443 0.0007929876 CUMPLE

34.3177935268 0.001868947 CUMPLE18.2196210648 0.0009445052 CUMPLE

6.651763936 0.0003788845 CUMPLE0.6664096339 4.927432833266E-005 CUMPLE2.8052064265 0.0002347958 CUMPLE

-0.8822238599 -0.0001214469 CUMPLE9.5321751292 0.0018862268 CUMPLE

FUERZA QUE SE OPONE A PISO 4CORTANTE DERIVAS 0.03

38.2095230916 0.0058070445 CUMPLE90.8815876427 0.0054817309 CUMPLE89.9403313079 0.0039288681 CUMPLE26.7803748466 0.001107836 CUMPLE63.2948147891 0.0017637368 CUMPLE

178.0215891972 0.0048491271 CUMPLE122.5278343388 0.003190874 CUMPLE


21.2674133038 0.0014564646 CUMPLE14.4408996188 0.0013807018 CUMPLE








48.9894035349 0.0010649032 CUMPLE186.1222491413 0.0027051368 CUMPLE427.4187245227 0.0060787215 CUMPLE556.0090024843 0.0076194756 CUMPLE

233.749796588 0.0036694194 CUMPLE30.2540843111 0.0005728367 CUMPLE




54.6193197527 0.0007059845 CUMPLE287.5435865611 0.002467124 CUMPLE659.5133902418 0.0055422632 CUMPLE468.1114319893 0.0038083878 CUMPLE159.6722554994 0.0015129341 CUMPLE

33.7048631806 0.0003755256 CUMPLE308.8601031716 0.003703569 CUMPLE203.4909929172 0.0042578375 CUMPLE190.4987875379 0.0050154747 CUMPLE

PARAMETROScalculo de derivas

Ejemplo de Calculo de Derivas

Documents

Transcript of Ejemplo de Calculo de Derivas