DIEGO Albañileria

muro en X dimenciones t h muro Kx/Em1 3.33 0.13 2.5 0.0329545679442 1.29 0.13 2.5 0.0037218828833 2.52 0.13 2.5 0.0188906639554 2.18 0.13 2.5 0.013723140316

muro en y 1 3.7 0.13 2.5 0.0001297992 0.76 0.13 2.5 0.0000266613 0.92 0.13 2.5 0.0000322744 2.87 0.13 2.5 0.0001006825 3.51 0.13 2.5 0.0001231346 2.38 0.13 2.5 0.0000834927 3.32 0.13 2.5 0.0001164688 2.89 0.13 2.5 0.0001013849 3.58 0.13 2.5 0.000125589

10 1.46 0.13 2.5 0.000051218

34.71 0.070180958

ALFEISER RESUMEN DE PESOS3.03 0.0177255 PISO

1.2 0.00702 1BAÑO 0.52 0.00676 2

2.74 0.016029 32(= altura 1.63 0.76284

9.12 0.8103745 0.8103745

no hay MURO NO PORTANTE

0 00 00 00 00 00 00 0 v=(ZUCS/3)P 42.788739375

42.79

carga muerta CARGA VIVAKy/Em area tributaria LA(losa alige VS(viga soleraME(muro estr100% CM 100% CV

0.000116819 2.63 0.789 0.207792 2.103894 3.100686 0.65750.000045254 6.42 1.926 0.080496 0.815022 2.821518 1.6050.000088404 2.11 0.633 0.157248 1.592136 2.382384 0.52750.000076476 1.57 0.471 0.136032 1.377324 1.984356 0.3925

00.002206150 12.67 3.801 0.23088 2.33766 6.36954 3.16750.000649775 0 0 0.047424 0.480168 0.527592 00.000942333 0 0 0.057408 0.581256 0.638664 00.002154596 6.57 1.971 0.179088 1.813266 3.963354 1.64250.002198263 2.54 0.762 0.219024 2.217618 3.198642 0.6350.002085728 6.27 1.881 0.148512 1.503684 3.533196 1.56750.002188544 4.78 1.434 0.207168 2.097576 3.738744 1.1950.002156544 3.86 1.158 0.180336 1.825902 3.164238 0.9650.002201357 10.69 3.207 0.223392 2.261844 5.692236 2.67250.001671489 0 0 0.091104 0.922428 1.013532 0

0.018781732 60.11 18.033 21.929778 | 15.0275

RESUMEN DE PESOSPESO MP PESO MNP PESO ALFEIS PESO LA CM CV PESO TOTAL

21.929778 0 0.8103745 19.284 42.0241525 15.0275 57.051652521.929778 0 0.8103745 19.284 42.0241525 15.0275 57.051652521.929778 0 0.8103745 19.284 42.0241525 15.0275 57.051652565.789334 0 2.4311235 57.852 126.072458 45.0825 171.154958

PISO Pi hi Pi*hi Fi Vi3 57.0516525 7.5 427.887394 0.5 21.395 21.4

Pi*hi/ƩPi*hi

2 57.0516525 5 285.258263 0.33333333 14.2633333 35.661 57.0516525 2.5 142.629131 0.16666667 7.13166667 42.79

171.1549575 855.774788 42.79

¿

PISO Pi hi Pi*hi Pi*hi/ƩPi*hi Fi Vi3 57.0516525 7.5 427.887394 0.5 21.395 21.42 57.0516525 5 285.258263 0.33333333 14.263 35.661 57.0516525 2.5 142.629131 0.16666667 7.132 42.79

171.1549575 855.774788 42.79

PISO Pi hi Pi*hi3 88.593935 7.5 664.454513 0.52 88.593935 5 442.969675 0.33333333

1 88.593935 2.5 221.484838 0.16666667265.781805 1328.90903

Pi*hi/ƩPi*hi

muro en X dimenciones tPESO 1 3.33 0.13

3.758186 2 1.29 0.134.426518 3 2.52 0.132.909884 4 2.18 0.132.376856 5

1 3.7 0.139.53704 2 0.76 0.13

0.527592 3 0.92 0.130.638664 4 2.87 0.135.605854 5 3.51 0.133.833642 6 2.38 0.135.100696 7 3.32 0.134.933744 8 2.89 0.134.129238 9 3.58 0.138.364736 10 1.46 0.131.013532

34.718

CALCULO DEL CENTRO DE RIGIDEZmuro en X dimenciones t

1 3.33 0.132 1.29 0.133 2.52 0.134 2.18 0.13

muro en Y1 3.7 0.132 0.76 0.13

3 0.92 0.134 2.87 0.135 3.51 0.136 2.38 0.137 3.32 0.138 2.89 0.139 3.58 0.13

10 1.46 0.13

CALCULO CENTRO DE MASA

muro en X dimenciones t

1 3.33 0.132 1.29 0.133 2.52 0.134 2.18 0.13

1 3.7 0.132 0.76 0.133 0.92 0.134 2.87 0.135 3.51 0.136 2.38 0.137 3.32 0.138 2.89 0.139 3.58 0.13

10 1.46 0.13

1° pisoCM+C 57.052

CALCULO DEL MOMENTO POLAR DE INERCIA "j"

muro en X X Y1 3.095 0.1152 0.825 7.0653 1.39 9.9354 2.54 10.965

Xcr

Ycr

Y1 0.117 1.852 0.65 7.4433 0.65 9.5434 0.65 8.4355 2.585 11.7536 1.386 12.0887 4.695 11.8458 4.695 8.7439 4.695 5.512

10 4.645 2.992

CALCULO DE MOMENTO TORSOR Y EXCENTRECIDADESprimer piso

descripcion valoresVx1 42.79Vy1 42.79Fx 1 7.132Fx 2 14.263Fx 3 21.395Fy 1 7.132Fy 2 14.263Fy 3 21.395Xcm 2.36Ycm 7.22Xcr 2.69Ycr 5.35dx 4.76dy 13.506J 0.440PESO NIVEL 57.052

Cx 2.5

Cy 2.5

Tx 0.1713

Ty 0.1713

-0.33

1.87

0.476

1.3506137.809474

ex1

ey1

eaccx

eaccy

Mtx1

22.2251266.24734

-34.48874

Fi Vi33.225 33.225 INCREMENTO CORTANTES POR TORSION PRIMER PISO

22.15 55.375

11.075 66.45 muro en X Kx/Em Ky/Em66.45 1 0.032954567944 0.0001168193

2 0.003721882883 0.00004525433 0.018890663955 0.00008840384 0.013723140316 0.0000764763

1 0.000129799 0.00220614962 0.000026661 0.00064977553 0.000032274 0.00094233274 0.000100682 0.00215459585 0.000123134 0.00219826276 0.000083492 0.00208572767 0.000116468 0.00218854418 0.000101384 0.00215654419 0.000125589 0.0022013572

10 0.000051218 0.00167148870.0701809580 0.0187817317

INCREMENTO CORTANTES POR TORSION SEGUNDO PISO

muro en X Kx/Em Ky/Em1 0.032954567944 0.00011681932 0.003721882883 0.00004525433 0.018890663955 0.00008840384 0.013723140316 0.0000764763

1 0.000129799 0.0022061502 0.000026661 0.0006497753 0.000032274 0.0009423334 0.000100682 0.0021545965 0.000123134 0.002198263

Mtx2

Mty1

Mty2

6 0.000083492 0.0020857287 0.000116468 0.0021885448 0.000101384 0.0021565449 0.000125589 0.002201357

10 0.000051218 0.0016714890.0701809580 0.0187817317

INCREMENTO CORTANTES POR TORSION TERCER PISO

muro en X Kx/Em Ky/Em1 0.032954567944 0.00011681932 0.003721882883 0.00004525433 0.018890663955 0.00008840384 0.013723140316 0.0000764763

1 0.000129799 0.0022061502 0.000026661 0.0006497753 0.000032274 0.0009423334 0.000100682 0.0021545965 0.000123134 0.0021982636 0.000083492 0.0020857287 0.000116468 0.0021885448 0.000101384 0.0021565449 0.000125589 0.002201357

10 0.000051218 0.0016714890.0701809580 0.0187817317

muro en X Vtras1 20.0927146316649

2 2.269267519879243 11.51781812747054 8.3671296399547

1 0.07913979124906032 0.01625574090521243 0.0196780021484154 0.06138681104994685 0.07507585602275726 0.05090613599263887 0.07101192079645418 0.06181459370534719 0.0765730953166584

10 0.0312281338442238

muro en X Vtras1 19.86686213823872 1.268212049865553 6.43689455273894 4.6760880060287

1 0.2438856228353352 0.009084749292397163 0.01099732809079664 0.03430688219628935 0.04195719738988696 0.02844960962619117 0.03968601006678768 0.03454595454608929 0.0427939506141866

10 0.0962359484701592

muro en X Vtras1 10.04870514413712 1.13489892323944

3 5.760254917687974 4.18454251682708

1 0.03957914308786852 0.008129769931562173 0.009841300443469994 0.03070057855734665 0.03754670060497796 0.02545901636462897 0.03551425812208748 0.03091451987133519 0.0382954952039376

10 0.0156177159211589

RESUMEN DE CORTANTES DE DISEÑO1 PISO

muro en X cortante de diseño1 54.80888259290582 3.044017957033373 15.45011546621464 11.2237506815431

1 7.537428022032082 0.0218056120694763 0.02639626724199724 1.469508468630925 5.892521629742136 0.06828599569125377 4.646928116885248 1.615221241282789 6.33224404256848

10 0.230989727062094

MURO EN EJE Y T1 1002 1553 1454 855 4456 3007 2558 1159 450

10 455

PISOV3V2V1

CALCULO DE CORTANTES DE TRASLACION EN LA DIRECCION "X"piso 1

h muro Kx/Em Ky/Em % de absorcion2.5 0.032954567943611 0.000116819 20.0927146 46.95656609409882.5 0.00372188288327337 0.000045254 2.26926752 5.303265996445982.5 0.0188906639546709 0.000088404 11.5178181 26.91707905461672.5 0.0137231403156618 0.000076476 8.36712964 19.553936994519

2.5 0.000129799 0.002206150 0.07913979 0.184949266765742.5 0.000026661 0.000649775 0.01625574 0.0379895791194492.5 0.000032274 0.000942333 0.019678 0.045987385249862.5 0.000100682 0.002154596 0.06138681 0.1434606474642362.5 0.000123134 0.002198263 0.07507586 0.1754518719858782.5 0.000083492 0.002085728 0.05090614 0.1189673661898552.5 0.000116468 0.002188544 0.07101192 0.1659544772060162.5 0.000101384 0.002156544 0.06181459 0.1444603732305382.5 0.000125589 0.002201357 0.0765731 0.1789509121679332.5 0.000051218 0.001671489 0.03122813 0.072979980939995

0.070180958 0.018781732 100.00

CALCULO DEL CENTRO DE RIGIDEZh muro Kx/Em Ky/Em X Y

2.5 0.032954567943611 0.000116819 3.095 0.1152.5 0.00372188288327337 0.000045254 0.825 7.0652.5 0.0188906639546709 0.000088404 1.39 9.9352.5 0.0137231403156618 0.000076476 2.54 10.965

2.5 0.000129799 0.002206150 0.117 1.852.5 0.000026661 0.000649775 0.65 7.443

Vtras

2.5 0.000032274 0.000942333 0.65 9.5432.5 0.000100682 0.002154596 0.65 8.4352.5 0.000123134 0.002198263 2.585 11.7532.5 0.000083492 0.002085728 1.386 12.0882.5 0.000116468 0.002188544 4.695 11.8452.5 0.000101384 0.002156544 4.695 8.7432.5 0.000125589 0.002201357 4.695 5.5122.5 0.000051218 0.001671489 4.645 2.992

0.070180958 0.018781732

2.688

5.349

h muro PESO "P" PESO X2.5 1.8 1.94805 3.758186 3.0952.5 1.8 0.75465 4.426518 0.8252.5 1.8 1.4742 2.909884 1.392.5 1.8 1.2753 2.376856 2.54

1.82.5 1.8 2.1645 9.53704 0.1172.5 1.8 0.4446 0.527592 0.652.5 1.8 0.5382 0.638664 0.652.5 1.8 1.67895 5.605854 0.652.5 1.8 2.05335 3.833642 2.5852.5 1.8 1.3923 5.100696 1.3862.5 1.8 1.9422 4.933744 4.6952.5 1.8 1.69065 4.129238 4.6952.5 1.8 2.0943 8.364736 4.6952.5 1.8 0.8541 1.013532 4.645

20.30535

2.36

7.22

Kx/Em Ky/Em Ῡ=Y-Ycr Ῡ^2 (Ky/Em)*Ῡ^20.032954567943611 0.000116819 -5.234 27.394756 0.00320023

0.0037218828832734 0.000045254 1.716 2.944656 0.000133260.0188906639546709 0.000088404 4.586 21.031396 0.001859250.0137231403156618 0.000076476 5.616 31.539456 0.00241202

ɤm

Xcm

Ycm

0.000129799 0.002206150 -3.499 12.243001 0.027009890.000026661 0.000649775 2.094 4.384836 0.002849160.000032274 0.000942333 4.194 17.589636 0.016575290.000100682 0.002154596 3.086 9.523396 0.020519070.000123134 0.002198263 6.404 41.011216 0.090153430.000083492 0.002085728 6.739 45.414121 0.094721490.000116468 0.002188544 6.496 42.198016 0.092352220.000101384 0.002156544 3.394 11.519236 0.024841740.000125589 0.002201357 0.163 0.026569 0.000058490.000051218 0.001671489 -2.357 5.555449 0.00928587

0.0701809580 0.0187817317

CALCULO DE MOMENTO TORSOR Y EXCENTRECIDADESsegundo piso tercer piso

descripcion valores descripcionVx2 35.66 Vx3Vy2 35.66 Vy3Fx 2 14.263 Fx 3Fx 3 21.395 Fy 3Fy 2 14.263 XcmFy 3 21.395 YcmXcm 2.36 XcrYcm 7.22 YcrXcr 2.69 dxYcr 5.35 dydx 4.76 Jdy 13.506 PESO NIVELJ 0.440 CxPESO NIVEL 57.052 CyCx 2.5 TxCy 2.5 Ty

Tx 0.1713

Ty 0.1713

ex1 -0.33

ey1 1.87

eaccx 0.476

eaccy 1.3506

Mtx1 114.846596

Mtx2 18.521804Mty1 5.20636

ex1

ey1

eaccx

eaccy

Mtx1

Mtx2

Mty1

Mty2

Mty2 -28.74196

INCREMENTO CORTANTES POR TORSION PRIMER PISODIRECCION X

Ῡ=Y-Ycr ẍ=X-Xcr J ΔVx1 ΔVx2-5.234 0.407 0.00865912609048 -2745.07587 -442.7101799261131.716 -1.863 0.01305105409149 67.4393649 89.10045975702954.586 -1.298 0.03368632061864 354.410655 57.1573291372425.616 -0.148 0.0027126114962 3915.36343 631.447483540539

-3.499 -2.571 0.02786787010765 -2.24590378 -0.36220655274582.094 -2.038 0.00295989568815 2.59934019 0.4192067602608514.194 -2.038 0.01670933938686 1.11636505 0.1800409879224533.086 -2.038 0.02093724640834 2.04506686 0.3298167199147696.404 -0.103 0.09015473133728 1.20536666 0.1943946597701576.739 -1.302 0.09486302308178 0.81738132 0.1318225980839946.496 2.007 0.09282135760456 1.12327331 0.1811551136589333.394 2.007 0.02525011915363 1.87799965 0.302873072227175

0.162999999999999 2.007 0.00056436837792 4.99870165 0.80616209324569-2.357 1.957 0.00948202789491 -1.75452866 -0.28296037587152

0.43971909133788



-3.499 -2.571 0.02786787010765 -1.87167396 -0.301852901867612.094 -2.038 0.00295989568815 2.16621806 0.34935529494984.194 -2.038 0.01670933938686 0.93034769 0.1500411691823953.086 -2.038 0.02093724640834 1.70430204 0.2748601129273356.404 -0.103 0.09015473133728 1.00451916 0.162003121463048

6.739 -1.302 0.09486302308178 0.68118294 0.1098572995483816.496 2.007 0.09282135760456 0.93610485 0.1509696506912253.394 2.007 0.02525011915363 1.56507285 0.25240602373501

0.162999999999999 2.007 0.00056436837792 4.16577941 0.67183314431272-2.357 1.957 0.00948202789491 -1.46217556 -0.23581133450756

0.43971909133788



-3.499 -2.571 0.02786787010765 -1.12321432 -0.181145600111242.094 -2.038 0.00295989568815 1.29997382 0.2096523643276984.194 -2.038 0.01670933938686 0.55831297 0.0900415317022783.086 -2.038 0.02093724640834 1.0227724 0.1649468989524676.404 -0.103 0.09015473133728 0.60282417 0.0972200448488286.739 -1.302 0.09486302308178 0.40878617 0.0659267024771556.496 2.007 0.09282135760456 0.56176791 0.0905987247558113.394 2.007 0.02525011915363 0.93921927 0.151471926750679

0.162999999999999 2.007 0.00056436837792 2.49993492 0.403175246446781-2.357 1.957 0.00948202789491 -0.87746935 -0.14151325177963

0.43971909133788

CALCULO DE CORTANTES DE DISEÑO PRIMER PISOEN X

ΔVx1 ΔVx2 ΔVx asumido Vx diseño % de absorcion-2745.07586728926 -442.710179926113 20.0927146316649 40.1854293 60.4746866265308

67.4393649375493 89.1004597570295 89.1004597570295 91.3697273 137.501470695122354.410655023877 57.157329137242 354.410655023877 365.928473 550.6824276167753915.36342990115 631.447483540539 631.447483540539 639.814613 962.851186125649

0 0-2.24590378084927 -0.362206552745795 0.07913979124906 0.15827958 0.2381935026307312.59934018501366 0.419206760260851 2.59934018501366 2.61559593 3.936186494987021.11636504756075 0.180040987922453 1.11636504756075 1.13604305 1.709620842301222.04506686206682 0.329816719914769 2.04506686206682 2.10645367 3.169982954276541.20536665624907 0.194394659770157 1.20536665624907 1.28044251 1.92692627881389

0.817381323429553 0.131822598083994 0.81738132342955 0.86828746 1.306677892283211.12327331353477 0.181155113658933 1.12327331353477 1.19428523 1.797268975667751.87799964654378 0.302873072227175 1.87799964654378 1.93981424 2.91920878893774

4.998701650957 0.80616209324569 4.998701650957 5.07527475 7.63773475737195-1.75452866101621 -0.28296037587152 0.03122813384422 0.06245627 0.09398986860564

1736.24556141995

CALCULO DE CORTANTES DE DISEÑO SEGUNDO PISOEN X

ΔVx1 ΔVx2 ΔVx asumido Vx diseño % de absorcion-2287.67014320016 -368.942393460276 19.8668621382387 39.7337243 71.753903885286656.2020975385138 9.06395375442591 56.2020975385138 57.4703096 103.783854787141

295.35601678316 47.6333338872178 295.35601678316 301.792911 544.9984854824373262.9553613058 526.230831106698 3262.9553613058 3267.63145 5900.91458115003

0-1.87167396179212 -0.301852901867611 0.24388562283533 0.48777125 0.8808510079831512.16621806491206 0.3493552949498 2.16621806491206 2.17530281 3.92831207982747

0.930347688619215 0.150041169182395 0.93034768861921 0.94134502 1.699945854103861.70430204022675 0.274860112927335 1.70430204022675 1.73860892 3.13970008563981.00451916246417 0.162003121463048 1.00451916246417 1.04647636 1.88979929544751

0.681182939787283 0.109857299548381 0.68118293978728 0.70963255 1.281503475238780.93610484600724 0.150969650691225 0.93610484600724 0.97579086 1.762150530156261.56507285337114 0.25240602373501 1.56507285337114 1.59961881 2.888702136193654.16577940811233 0.67183314431272 4.16577940811233 4.20857336 7.60013247625557

-1.46217555624767 -0.235811334507558 0.09623594847016 0.1924719 0.3475790463933516646.86950129213

CALCULO DE CORTANTES DE DISEÑO DEL TERCER PISOEN X

ΔVx1 ΔVx2 ΔVx asumido Vx diseño % de absorcion-1372.85869502197 -221.406820528601 10.0487051441371 20.0974103 60.4888195282898

33.727562740443 5.43938896087253 1.13489892323944 2.26979785 6.83159622717496

177.246740301728 28.5853433871694 5.76025491768797 11.5205098 34.67422072347911958.13922411509 315.797526239017 4.18454251682708 8.36908503 25.1891197401178

0-1.12321432367783 -0.181145600111241 0.03957914308787 0.07915829 0.2382491683242651.29997382470887 0.209652364327698 0.00812976993156 0.01625954 0.048937667007146

0.558312970736153 0.0900415317022784 0.00984130044347 0.0196826 0.0592403337454931.02277239654662 0.164946898952467 0.03070057855735 0.06140116 0.184804084619092

0.602824174894372 0.0972200448488285 0.03754670060498 0.0750934 0.2260147515724780.408786172502744 0.065926702477155 0.02545901636463 0.05091803 0.1532521677329050.561767910952186 0.0905987247558111 0.03551425812209 0.07102852 0.2137803348206910.939219267025869 0.151471926750679 0.03091451987134 0.06182904 0.186091917961385

2.49993492242299 0.403175246446781 0.03829549520394 0.07659099 0.230522168270505-0.877469346710606 -0.141513251779634 0.01561771592116 0.03123543 0.094011833987412

128.818660647103

RESUMEN DE CORTANTES DE DISEÑO2PISO 3 PISO

cortante de diseño cortante de diseño42.9276383185371 23.84265514001242.53642409973111 1.5220089785166912.8737891054778 7.72505773310739.35217601205739 5.67176241488079

7.68834403009381 0.2926924623732010.0181694985847943 0.0109028060347380.0219946561815931 0.0131981336209986

1.50044589845878 0.041172438578556.0275124968679 0.0503537489235925

0.0568992192523822 0.03414299784562684.75262917091738 2.323464058442621.64958811429592 0.807610620641396.47757086944831 3.16612202128424

0.192471896940318 0.0603812940987321

L AREA13 130013 201513 188513 110513 578513 390013 331513 149513 5850 PD = CARGA MUERT S= MODULO DE SECCION13 5915 0.6942 1300

1.076011.006590.657273.95999

3.68422.459010.79833

4.38114.22821

Vi21.4

35.6642.79

CALCULO DE CORTANTES DE TRASLACION EN LA DIRECCION "X" CALCULO DE CORTANTES DE TRASLACION EN LA DIRECCION "Y"piso 2 piso3 piso 1

% de absorcion % de absorcion16.7447114691556 46.9565660940988 10.0487051441 46.9565660940988 0.266146691.89114465433264 5.30326599644598 1.13489892324 5.30326599644598 0.103101879.59863039087631 26.9170790546167 5.76025491769 26.9170790546167 0.201408316.97293393224549 19.553936994519 4.18454251683 19.553936994519 0.17423417

0.06595290852866 0.18494926676574 0.03957914309 0.18494926676574 5.026221480.013547083914 0.037989579119449 0.00812976993 0.0379895791194494 1.48036893

0.0163991015801 0.04598738524986 0.00984130044 0.0459873852498598 2.14689560.05115806688575 0.143460647464236 0.03070057856 0.143460647464236 4.908767540.06256613755016 0.175451871985878 0.0375467006 0.175451871985878 5.00825276

0.0424237627833 0.118967366189855 0.02545901636 0.118967366189855 4.751866670.05917936657167 0.165954477206016 0.03551425812 0.165954477206016 4.986111060.05151456909401 0.144460373230538 0.03091451987 0.144460373230538 4.913206340.06381389527908 0.178950912167933 0.0382954952 0.178950912167933 5.01530308

0.0260246612032 0.072979980939995 0.01561771592 0.0729799809399949 3.8081155

100.00 100.00

CALCULO DEL CENTRO DE RIGIDEZY*Kx/Em X*Ky/Em

0.0037897753 0.00036155560.0262951026 0.00003733480.1876787464 0.00012288120.1504742336 0.0001942497

0.0002401285 0.00025811950.0001984412 0.0004223541

Vtras Vtras Vtras

0.0003079945 0.00061251630.0008492531 0.00140048730.0014471916 0.00568250900.0010092566 0.00289081850.0013795687 0.01027521430.0008863975 0.01012497470.0006922491 0.01033537230.0001532444 0.00776406520.3754015830 0.0504824524

Y P*X P*Y0.115 11.63158567 0.432191397.065 3.65187735 31.273349679.935 4.04473876 28.90969754

10.965 6.03721424 26.06222604

1.85 1.11583368 17.6435247.443 0.3429348 3.9268672569.543 0.4151316 6.0947705528.435 3.6438051 47.28537849

11.753 9.90996457 45.05679442612.088 7.069564656 61.65721324811.845 23.16392808 58.44019768

8.743 19.38677241 36.1019278345.512 39.27243552 46.1064248322.992 4.70785614 3.032487744

134.393642576 412.023050702

ẍ=X-Xcr ẍ^2 (Kx/Em)*ẍ^2 J0.407 0.165649 0.00545889 0.00865913

-1.863 3.470769 0.01291780 0.01305105-1.298 1.684804 0.03182707 0.03368632-0.148 0.021904 0.00030059 0.00271261

-2.571 6.610041 0.00085798 0.02786787-2.038 4.153444 0.00011074 0.00295990-2.038 4.153444 0.00013405 0.01670934-2.038 4.153444 0.00041818 0.02093725-0.103 0.010609 0.00000131 0.09015473-1.302 1.695204 0.00014154 0.094863022.007 4.028049 0.00046914 0.092821362.007 4.028049 0.00040838 0.025250122.007 4.028049 0.00050588 0.000564371.957 3.829849 0.00019616 0.00948203

0.43971909

CALCULO DE MOMENTO TORSOR Y EXCENTRECIDADEStercer piso

valores21.421.4

921.395

2.367.222.695.354.76

13.5060.440

57.0522.52.5

0.17130.1713

-0.33

1.87

0.476

1.3506

68.92084

11.11516

3.1244

-17.2484

INCREMENTO CORTANTES POR TORSION PRIMER PISODIRECCION Y

ΔVy1 ΔVy20.03430282624954 -0.18937039696662

-0.040357318293 0.222794510576439-0.0212807524561 0.117481414243945-0.0260672931214 0.143905741478508

-1.2715352625336 7.01957138083631-2.7950283924955 15.4300882489818-0.7180328482673 3.96393476509235-1.3102240555139 7.23315471742604-0.0156900174855 0.086617493790038-0.1788408632721 0.9872995602557760.29563094509933 -1.632044806507251.07087167641787 -5.9117984328274348.9069265185956 -269.9930326985482.15520306944718 -11.8979018765372


ΔVy1 ΔVy20.02858702463329 -0.15781604009884-0.0336326704914 0.185670769973261-0.0177347892635 0.097905754427181-0.0217237595866 0.119927056347829

-1.0596622449626 5.84991622904003-2.3292991931851 12.8590078747065-0.5983886742046 3.30343336581428-1.0919044127045 6.02791066191663-0.0130756256961 0.072184618568655

-0.1490410185624 0.8227880887759050.24637063571493 -1.360100906755040.89243477403742 -4.9267289580422140.7576770192362 -225.0047101198931.79608650283914 -9.91538165265989


ΔVy1 ΔVy20.0171554214008 -0.0947073263633

-0.0201833748883 0.111423288766904-0.0106428628783 0.058754434793653-0.0130366925169 0.071969686086471

-0.6359162098205 3.51060592544747-1.3978407945642 7.7168471261559

-0.359100326079 1.98243056725815-0.6552651270857 3.61742255089781-0.0078468421171 0.043318868125889-0.0894413291429 0.4937651458161630.14785001694615 -0.816213107250640.53556096927652 -2.9565900084717724.4591780205175 -135.0280649625831.07785336962304 -5.95034120490526

CALCULO DE CORTANTES DE DISEÑO PRIMER PISOEN Y

Vtras ΔVy1 ΔVy2 ΔVyasumido Vy diseño26.969142675623 20.0927146316649 -0.18937039697 20.0927146316649 47.0618573

0.91340364910068 2.26926751987924 0.22279451058 0.222794510576439 1.136198166.7722148663012 11.5178181274705 0.11748141424 0.117481414243945 6.88969628

4.39576805675508 8.3671296399547 0.14390574148 0.143905741478508 4.5396738

0.1464591119663 0.07913979124906 7.01957138084 7.01957138083631 7.166030490.00545560783097 0.016255740905212 15.430088249 15.4300882489818 15.43554390.00660415684801 0.019678002148415 3.96393476509 3.96393476509235 3.970538920.02060209799326 0.061386811049947 7.23315471743 7.23315471742604 7.253756820.02519629406145 0.075075856022757 0.08661749379 0.0866174937900376 0.111813790.01708466662856 0.050906135992639 0.98729956026 0.987299560255776 1.00438423

0.0238323921037 0.071011920796454 -1.63204480651 0.0710119207964541 0.094844310.02074566662039 0.061814593705347 -5.91179843283 0.0618145937053471 0.08256026

0.0256987842564 0.076573095316658 -269.993032699 0.0765730953166584 0.102271880.05779197391103 0.031228133844224 -11.8979018765 0.0312281338442238 0.08902011

CALCULO DE CORTANTES DE DISEÑO SEGUNDO PISOEN Y

Vtras ΔVy1 ΔVy2 ΔVx asumido Vx diseño22.4720039096625 0.028587024633289 -0.1578160401 0.0285870246332895 22.50059090.76109243147146 -0.03363267049143 0.18567076997 0.185670769973261 0.94676325.64293944316417 -0.01773478926348 0.09790575443 0.0979057544271809 5.74084523.66276815490531 -0.02172375958658 0.11992705635 0.119927056347829 3.78269521

00.12203686918411 -1.05966224496259 5.84991622904 5.84991622904003 5.97195310.00454587830179 -2.32929919318505 12.8590078747 12.8590078747065 12.8635538

0.0055029053127 -0.59838867420457 3.30343336581 3.30343336581428 3.308936270.01716667200809 -1.0919044127045 6.02791066192 6.02791066191663 6.045077330.02099478005171 -0.01307562569606 0.07218461857 0.0721846185686548 0.0931794

0.0142357767872 -0.14904101856238 0.82278808878 0.822788088775905 0.837023870.01985831047626 0.246370635714934 -1.36010090676 0.246370635714934 0.266228950.01728630038445 0.892434774037422 -4.92672895804 0.892434774037422 0.909721070.02141347936898 40.7576770192362 -225.00471012 40.7576770192362 40.7790905

0.0481550889213 1.79608650283914 -9.91538165266 1.79608650283914 1.84424159

CALCULO DE CORTANTES DE DISEÑO DEL TERCER PISOEN Y

Vtras ΔVy1 ΔVy2 ΔVx asumido Vx diseño10.0487051441371 0.017155421400796 -0.09470732636 0.0171554214007963 10.06586061.13489892323944 -0.0201833748883 0.11142328877 1.13489892323944 2.26979785

5.76025491768797 -0.01064286287825 0.05875443479 5.76025491768797 11.52050984.18454251682708 -0.0130366925169 0.07196968609 4.18454251682708 8.36908503

0.03957914308787 -0.63591620982051 3.51060592545 -0.635916209820508 -0.596337070.00812976993156 -1.39784079456422 7.71684712616 0.0489376670071462 0.057067440.00984130044347 -0.35910032607902 1.98243056726 0.0592403337454928 0.069081630.03070057855735 -0.65526512708571 3.6174225509 -0.655265127085707 -0.624564550.03754670060498 -0.0078468421171 0.04331886813 -0.00784684211709657 0.029699860.02545901636463 -0.08944132914288 0.49376514582 0.0254590163646289 0.050918030.03551425812209 0.147850016946146 -0.81621310725 0.147850016946146 0.183364280.03091451987134 0.535560969276524 -2.95659000847 0.535560969276524 0.566475490.03829549520394 24.4591780205175 -135.028064963 24.4591780205175 24.49747350.01561771592116 1.07785336962304 -5.95034120491 0.0156177159211589 0.03123543

CALCULO DE CORTANTES DE TRASLACION EN LA DIRECCION "Y"piso 1 piso 2 piso3

% de absorcion % de absorcion % de absorcion0.62198338558 0.22179928 0.6219833856 0.13310444 0.62198338560.24094851874 0.08592224 0.2409485187 0.05156298 0.24094851870.47069012962 0.1678481 0.4706901296 0.10072769 0.47069012960.40718431848 0.14520193 0.4071843185 0.08713744 0.4071843185

011.7462525885 4.18871367 11.746252589 2.51369805 11.7462525893.45961424158 1.23369844 3.4596142416 0.74035745 3.45961424165.01728347303 1.78916329 5.017283473 1.07369866 5.01728347311.4717633469 4.09083081 11.471763347 2.45495736 11.47176334711.7042597747 4.17373904 11.704259775 2.50471159 11.70425977511.1050868615 3.96007397 11.105086861 2.37648859 11.10508686111.6525147504 4.15528676 11.65251475 2.49363816 11.6525147511.4821368143 4.09452999 11.482136814 2.45717728 11.48213681411.7207363369 4.17961458 11.720736337 2.50823758 11.7207363378.89954545982 3.17357791 8.8995454598 1.90450273 8.8995454598

100 100 100

Vtras Vtras

CALCULO DE CORTANTES DE DISEÑO PRIMER PISOEN Y

% de absorcion cortante de diseño70.8229605828 47.0618573

1.70985426588 91.369727310.3682412047 365.9284736.83171376709 639.814613

010.7840940448 7.1660304923.2288094158 2.61559593

5.9752278735 1.1360430510.916112589 7.25375682

0.16826755132 0.111813791.51148867853 0.868287460.14273034296 0.094844310.12424418409 0.082560260.15390802043 0.102271880.13396554967 0.06245627142.871618071

CALCULO DE CORTANTES DE DISEÑO SEGUNDO PISOEN Y

% de absorcion cortante de diseño40.633121326 22.5005909

1.70973038636 57.470309610.3672148038 301.7929116.83105230023 3267.63145

010.7845654144 5.971953123.2298939106 2.175302815.97550568149 0.9413450210.9166182102 6.045077330.16826979435 0.09317941.51155551343 0.709632550.48077462066 0.266228951.64283715471 0.9097210773.6416984173 40.77909053.33045885645 0.1924719

191.22329639

CALCULO DE CORTANTES DE DISEÑO DEL TERCER PISOEN Y

% de absorcion cortante de diseño30.2960438391 20.09741036.83159622717 2.26979785

34.6742207235 11.520509825.1891197401 8.36908503

0-1.7948444446 0.079158290.17176053255 0.016259540.20792064466 0.0196826-1.8798030054 0.061401160.08939009327 0.07509340.15325216773 0.050918030.55188645619 0.183364281.70496761218 0.5664754973.7320497087 24.49747350.09401183399 0.03123543170.021572129

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