diego albañileria
DESCRIPTION
albañileriaTRANSCRIPT
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
INCREMENTO CORTANTES POR TORSION SEGUNDO PISO
Ῡ=Y-Ycr ẍ=X-Xcr J ΔVx1 ΔVx2-5.234 0.407 0.00865912609048 -2287.67014 -368.9423934602761.716 -1.863 0.01305105409149 56.2020975 9.063953754425914.586 -1.298 0.03368632061864 295.356017 47.63333388721785.616 -0.148 0.0027126114962 3262.95536 526.230831106698
-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
INCREMENTO CORTANTES POR TORSION TERCER PISO
Ῡ=Y-Ycr ẍ=X-Xcr J ΔVx1 ΔVx2-5.234 0.407 0.00865912609048 -1372.8587 -221.4068205286011.716 -1.863 0.01305105409149 33.7275627 5.439388960872534.586 -1.298 0.03368632061864 177.24674 28.58534338716945.616 -0.148 0.0027126114962 1958.13922 315.797526239017
-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
INCREMENTO CORTANTES POR TORSION SEGUNDO PISO
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
INCREMENTO CORTANTES POR TORSION TERCER PISO
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