NO TOCAR LOS MUROS ESTRUCTURALESPRIMER NIVEL

Muro t h L Pe Pi Xi1x 0.12 2.4 3 1.8 1.5552 2.52x 0.12 2.4 3 1.8 1.5552 7.53x 0.12 2.4 3 1.8 1.5552 2.54x 0.12 2.4 3 1.8 1.5552 7.55x 0.12 2.4 3 1.8 1.5552 2.56x 0.12 2.4 3 1.8 1.5552 7.57x 0.12 2.4 5 1.8 2.592 3.58x 0.12 2.4 2 1.8 1.0368 8

12.96

1y 0.12 2.4 4 1.8 2.0736 02y 0.12 2.4 4 1.8 2.0736 53y 0.12 2.4 2 1.8 1.0368 104y 0.12 2.4 3 1.8 1.5552 05y 0.12 2.4 2 1.8 1.0368 56y 0.12 2.4 5 1.8 2.592 10

10.368

23.328 Ton

LOSA 10 0.15 9 2.4 32.4 Ton

CM 55.728 TonViviendas

CV 10 9 0.2 18 Ton

CUADRO DE RESUMEN % de Reduccion para S/C : 25Azoteas : 25

CM CV 0.25*CV PESO1er Nivel 55.728 18 4.5 60.2282do Nivel 44.064 9 2.25 46.314

99.792 6.75 106.542

Pt: 106.542

DISTRIBUCION DEL CORTANTE BASALTon Ton m

Pi hi Pi*hi Fi V e

1er Nivel 60.228 2.4 144.5472 9.795206171 24.8598 0.5469251532do Nivel 46.314 4.8 222.3072 15.06459383 15.06459383 0.546925153

106.542 366.8544

CENTRO DE MASA

Xcm Ycm1er Nivel 4.983333333 4.4166666672do Nivel 4.983333333 4.416666667

CENTRO DE RIGIDEZ

Xcr Ycr1er Nivel 5.077131537 3.8697415142do Nivel 5.077131537 3.869741514

EXCENTRICIDAD DE CALCULO

ex = -0.0937982

ey= 0.546925153

EXCENTRICIDAD ACCIDENTAL

ex = 0.5

ey= 0.5

NO TOCAR LOS MUROS ESTRUCTURALES

kg.cmYi PiXi PiYi Em Em.t 4(h/L)^3 3(h/L)9 3.888 13.9968 40000 480000 2.048 2.49 11.664 13.9968 40000 480000 2.048 2.45 3.888 7.776 40000 480000 2.048 2.45 11.664 7.776 40000 480000 2.048 2.43 3.888 4.6656 40000 480000 2.048 2.43 11.664 4.6656 40000 480000 2.048 2.40 9.072 0 40000 480000 0.442368 1.440 8.2944 0 40000 480000 6.912 3.6

64.0224 52.8768

7 0 14.5152 40000 480000 0.864 1.87 10.368 14.5152 40000 480000 0.864 1.88 10.368 8.2944 40000 480000 6.912 3.6

1.5 0 2.3328 40000 480000 2.048 2.42 5.184 2.0736 40000 480000 6.912 3.6

2.5 25.92 6.48 40000 480000 0.442368 1.4451.84 48.2112

115.8624 101.088

5 4.5Cortante Basal

Z: 0.4U: 1C: 2.5S: 1.4R: 6P: 106.542

V : 24.8598 Ton

Ton.mMt

5.3572446318.239205281

kg/cm Traslacion kg.cmK KiXi KiYi Vm % Vm L*t Mt

107913.6691 97122302.16 2.829441179 11.38159269 0.36 535724.4631107913.6691 97122302.16 2.829441179 11.38159269 0.36 535724.4631107913.6691 53956834.53 2.829441179 11.38159269 0.36 535724.4631107913.6691 53956834.53 2.829441179 11.38159269 0.36 535724.4631107913.6691 32374100.72 2.829441179 11.38159269 0.36 535724.4631107913.6691 32374100.72 2.829441179 11.38159269 0.36 535724.4631

254997.96 0 6.685916019 26.89448837 0.6 535724.463145662.10046 0 1.197236907 4.815955506 0.24 535724.4631948142.0749 0 366906475 24.8598 100 3

180180.1802 0 5.498728445 22.11895689 0.48 535724.4631180180.1802 90090090.09009 5.498728445 22.11895689 0.48 535724.463145662.10046 45662100.45662 1.393513373 5.605489075 0.24 535724.4631107913.6691 0 3.293303187 13.24750476 0.36 535724.463145662.10046 22831050.22831 1.393513373 5.605489075 0.24 535724.4631

254997.96 254997960.0163 7.782013176 31.30360331 0.6 535724.4631814596.1904 413581200.7913 0 24.8598 100 2.4

1762738.265 413581200.7913 366906475

Densidad Minima de Muros

N : 2

ZUSN/56 0.02

Según RNE0.033333333333 > 0.020.026666666667

cm cmYi-Ycr Xi-Xcr (Yi-Ycr)2 (Xi-Xcr)2 Mt*Kxi*(Yi-Ycr) Mt*Kyi*(Xi-Xcr)

513.0258486 -257.713154 263195.5213 66416.06959 29659046470387.2513.0258486 242.2868463 263195.5213 58702.91589 29659046470387.2113.0258486 -257.713154 12774.84245 66416.06959 6534249502781.34113.0258486 242.2868463 12774.84245 58702.91589 6534249502781.34-86.9741514 -257.713154 7564.503011 66416.06959 -5028148981021.6-86.9741514 242.2868463 7564.503011 58702.91589 -5028148981021.6-386.974151 -157.713154 149748.9938 24873.43885 -52864014555877.1-386.974151 292.2868463 149748.9938 85431.60052 -9466279428416.78

313.0258486 -507.713154 97985.1819 257772.6464 -49007992191412.2313.0258486 -7.71315369 97985.1819 59.49273989 -744527048811.365413.0258486 492.2868463 170590.3516 242346.339 12042470612809.7-236.974151 -507.713154 56156.74843 257772.6464 -29351908992338.6-186.974151 -7.71315369 34959.33329 59.49273989 -188681512370.003-136.974151 492.2868463 18761.91815 242346.339 67250639132122.5

Kg Kg TnKxi (Yi-Ycr)^2 Kyi (Xi-Xcr)^2 ΔVxi ΔVyi V final

28402394389.0183 117.0637241 2.946504903200128402394389.0183 117.0637241 2.94650490320011378580120.84666 25.79056552 2.85523174458291378580120.84666 25.79056552 2.8552317445829816313274.530637 -19.8460138 2.8294411790637816313274.530637 -19.8460138 2.829441179063738185687945.4452 -208.653317 6.68591601879946837853600.31315 -37.363235 1.1972369068184106218117114.549

46445521879.8157 -193.433666 5.498728445185810719412.5933577 -2.9386349 5.498728445185811066042878.8497 47.53141539 1.441044788481127817192061.1126 -115.851458 3.29330318749442716563.46543997 -0.74472254 1.39351337309561797822074.3598 265.4370657 8.0474502416709147140014870.197

DISEÑO DE MUROS VERIFICACION SEGÚN RNEKg/cm2

Area Tributaria Peso Losa CM CV CM + CV σ act f'm5.87 2.1132 7.3368 1.761 9.0978 2.527166667 805.87 2.1132 7.3368 1.761 9.0978 2.527166667 809.65 3.474 10.0584 2.895 12.9534 3.598166667 809.54 3.4344 9.9792 2.862 12.8412 3.567 808.81 3.1716 9.4536 2.643 12.0966 3.360166667 808.7 3.132 9.3744 2.61 11.9844 3.329 80

6.83 2.4588 10.1016 2.049 12.1506 2.0251 803.82 1.3752 4.824 1.146 5.97 2.4875 80

59.09 21.2724 68.4648

4.79 1.7244 7.596 1.437 9.033 1.881875 809.44 3.3984 10.944 2.832 13.776 2.87 803.51 1.2636 4.6008 1.053 5.6538 2.35575 803.1 1.116 5.3424 0.93 6.2724 1.742333333 80

5.56 2.0016 6.0768 1.668 7.7448 3.227 804.51 1.6236 8.4312 1.353 9.7842 1.6307 80

30.91 11.1276 42.9912

90

VERIFICACION SEGÚN RNE

(h/35.t)^2 σ adm 0.15*f'm0.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 12

0.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 120.326530612 10.7755102 12

SEGUNDO NIVEL h= 2.4

Muro t h h completo L Pe P1x 0.12 1.2 2.4 3 1.8 0.77762x 0.12 1.2 2.4 3 1.8 0.77763x 0.12 1.2 2.4 3 1.8 0.77764x 0.12 1.2 2.4 3 1.8 0.77765x 0.12 1.2 2.4 3 1.8 0.77766x 0.12 1.2 2.4 3 1.8 0.77767x 0.12 1.2 2.4 5 1.8 1.2968x 0.12 1.2 2.4 2 1.8 0.5184

6.48

1y 0.12 1.2 2.4 4 1.8 1.03682y 0.12 1.2 2.4 4 1.8 1.03683y 0.12 1.2 2.4 2 1.8 0.51844y 0.12 1.2 2.4 3 1.8 0.77765y 0.12 1.2 2.4 2 1.8 0.51846y 0.12 1.2 2.4 5 1.8 1.296

5.184

11.664

LOSA 10 0.15 9 2.4 32.4

CM 44.064Techos

CV 10 9 0.1 9

CENTRO DE MASA

Xcm Ycm2do Nivel 4.983333333 4.416666667

CENTRO DE RIGIDEZ

Xcr Ycr2do Nivel 5.077131537 3.869741514

P completo h X Y PX PY Em1.5552 2.4 2.5 9 1.944 6.9984 400001.5552 2.4 7.5 9 5.832 6.9984 400001.5552 2.4 2.5 5 1.944 3.888 400001.5552 2.4 7.5 5 5.832 3.888 400001.5552 2.4 2.5 3 1.944 2.3328 400001.5552 2.4 7.5 3 5.832 2.3328 400002.592 2.4 3.5 0 4.536 0 40000

1.0368 2.4 8 0 4.1472 0 4000012.96 32.0112 26.4384

2.0736 2.4 0 7 0 7.2576 400002.0736 2.4 5 7 5.184 7.2576 400001.0368 2.4 10 8 5.184 4.1472 400001.5552 2.4 0 1.5 0 1.1664 400001.0368 2.4 5 2 2.592 1.0368 400002.592 2.4 10 2.5 12.96 3.24 40000

10.368 25.92 24.1056

Ton Ton 57.9312 50.544

Ton

Ton

Ton

kg.cm kg/cm TraslacionEm.t 4(h/L)^3 3(h/L) K KX KY Vm

480000 2.048 2.4 107913.6691 97122302.16 1.71459071480000 2.048 2.4 107913.6691 97122302.16 1.71459071480000 2.048 2.4 107913.6691 53956834.53 1.71459071480000 2.048 2.4 107913.6691 53956834.53 1.71459071480000 2.048 2.4 107913.6691 32374100.72 1.71459071480000 2.048 2.4 107913.6691 32374100.72 1.71459071480000 0.442368 1.44 254997.96 0 4.051545435480000 6.912 3.6 45662.10046 0 0.725504136

948142.0749 0 366906475 15.06459383

480000 0.864 1.8 180180.1802 0 3.332131015480000 0.864 1.8 180180.1802 90090090.09 3.332131015480000 6.912 3.6 45662.10046 45662100.46 0.844444161480000 2.048 2.4 107913.6691 0 1.995682784480000 6.912 3.6 45662.10046 22831050.23 0.844444161480000 0.442368 1.44 254997.96 254997960 4.715760693

814596.1904 413581201 0 15.06459383

1762738.265 413581201 366906475

kg.cm cm cm% Vm L*t Mt Yi-Ycr Xi-Xcr (Yi-Ycr)2 (Xi-Xcr)2

11.38159269 2.16 823920.5281 513.0258486 -257.713154 263195.5213 66416.0695911.38159269 2.16 823920.5281 513.0258486 242.2868463 263195.5213 58702.9158911.38159269 2.16 823920.5281 113.0258486 -257.713154 12774.84245 66416.0695911.38159269 2.16 823920.5281 113.0258486 242.2868463 12774.84245 58702.9158911.38159269 2.16 823920.5281 -86.9741514 -257.713154 7564.503011 66416.0695911.38159269 2.16 823920.5281 -86.9741514 242.2868463 7564.503011 58702.9158926.89448837 2.16 823920.5281 -386.974151 -157.713154 149748.9938 24873.438854.815955506 2.16 823920.5281 -386.974151 292.2868463 149748.9938 85431.60052

100 17.28

22.11895689 2.16 823920.5281 313.0258486 -507.713154 97985.1819 257772.646422.11895689 2.16 823920.5281 313.0258486 -7.71315369 97985.1819 59.492739895.605489075 2.16 823920.5281 413.0258486 492.2868463 170590.3516 242346.33913.24750476 2.16 823920.5281 -236.974151 -507.713154 56156.74843 257772.64645.605489075 2.16 823920.5281 -186.974151 -7.71315369 34959.33329 59.4927398931.30360331 2.16 823920.5281 -136.974151 492.2868463 18761.91815 242346.339

100 12.96

Kg KgMt*Kxi*(Yi-Ycr) Mt*Kyi*(Xi-Xcr) Kxi (Yi-Ycr)^2 Kyi (Xi-Xcr)^2 ΔVxi ΔVyi

45614301594923 28402394389 180.038829845614301594923 28402394389 180.038829810049386712885 1378580120.8 39.66474910049386712885 1378580120.8 39.664749-7733070728134 816313274.53 -30.5222914-7733070728134 816313274.53 -30.5222914

-81302516110144 38185687945 -320.899572-14558719049203 6837853600.3 -57.4630028

106218117115

-75372124272865 46445521880 -297.492422-1145049669212 10719412.593 -4.5194904918520787140920 11066042879 73.10121446-45141937738964 27817192061 -178.174418

-290183820280 2716563.4654 -1.145350331.03428508E+14 61797822074 408.2304663

147140014870

DISEÑO DE MUROSTn Pm

V final Area Tributaria Peso Losa CM CV CM + CV1.89462954 5.87 2.1132 3.6684 0.587 4.25541.89462954 5.87 2.1132 3.6684 0.587 4.2554

1.754255459 9.65 3.474 5.0292 0.965 5.99421.754255459 9.54 3.4344 4.9896 0.954 5.94361.71459071 8.81 3.1716 4.7268 0.881 5.60781.71459071 8.7 3.132 4.6872 0.87 5.5572

4.051545435 6.83 2.4588 5.0508 0.683 5.73380.725504136 3.82 1.3752 2.412 0.382 2.794

59.09 21.2724 34.2324

3.332131015 4.79 1.7244 3.798 0.479 4.2773.332131015 9.44 3.3984 5.472 0.944 6.4160.917545376 3.51 1.2636 2.3004 0.351 2.65141.995682784 3.1 1.116 2.6712 0.31 2.98120.844444161 5.56 2.0016 3.0384 0.556 3.59445.123991159 4.51 1.6236 4.2156 0.451 4.6666

30.91 11.1276 21.4956

90

Kg/cmσ

1.1820555561.1820555561.665055556

1.6511.5577222221.5436666670.9556333331.164166667