Hoja1

DATOSPESO PROPIO6.5KN/M2S/CARGA2KN/M2PONLE SUS FORMULAS ANTES COMO DEL Vn, Vs, cortante basal, y lo adjuntas las tablas la tabla de 500 es tabla 1 la de 667 es tabla 2 y la de 400 es tabla 3 y la otra es tabla 4 ok su sinificado a cada inicial que es z, u , tp , ct todos esoP.E DE CONCRETO24KN/M3Z0.4U1Tp0.6S1.2CT45R6F'c21MpaFy420MPa

3.2

3.2

3.25 @ 3.20

3.2

3.2

3.53.5

8888

MUROSEJESLONGITUDCANTIDADAREA TRIBUTARIA47X41214.93Y7426.13area tributaria total56b72a+b56bXa7

asumimos un espesor de muro de0.3m

peso de CM+CV4704

PESO DE MURO POR METRO LINEAL (KN/ML)NIVELESLONGITUD (m)DIS. POR SISMOPESOpeso de muro por metro de altura6761.6875.522 AL 5763.21751.0492.161763.351833.12100.8

ANALISIS POR CORTE EN EL EJE XCALCULO DE FUERZAS LATERALES NIVELPiHiPi*Hi%iViCORTANTEVu hm/lmcVcVc/2tabla65579.5219.5108800.640.251926.001926.00160.500.8750.251168.56584.28tabla 1 y 256455.0416.3105217.150.251862.573788.57315.711.6750.231075.07537.54tabla 1 y 246455.0413.184561.020.201496.915285.49440.462.4750.17794.62397.31tabla 336455.049.963904.900.151131.256416.74534.733.2750.17794.62397.31tabla 326455.046.743248.770.10765.607182.34598.534.0750.17794.62397.31tabla 316537.123.522879.920.05405.027587.36632.284.8750.17794.62397.31tabla 3suma37936.8428612.40

CORTANTE BASAL (Vb)T0.43C3.46 2.5entonces C2.5Vb7587.36Vx = cortante eje x632.28Vn3879.61entonces Vx VnCUMPLE

CALCULAMOS EL ACERO HORIZONTAL Y VERTICAL

AREAS DE ACERO3/8''0.711/2''1.295/8''23/4''2.841''5.1

NIVELACERO HORIZONTALh calculadoh asumidohm/lmvACERO VERTICALmedidaseparacion (cm)medidaseparacion (cm)63/8''240.00200.00254.8750.00253/8''1953/8''240.00200.00254.0750.00253/8''1943/8''190.00250.00253.2750.00253/8''1933/8''190.00250.00252.4750.00253/8''1923/8''190.00250.00251.6750.00253/8''1913/8''190.00250.00250.8750.00253/8''19

10.85

ANALISIS POR FELXION EN EL EJE ''X''NIVELMOMENTO DE CADA PISOMOMENTO ACUMULADOPu MuASTWC/LwMnMn > MuACERO VERTICALASTWC/LwMnMn > Mumedidaseparacion (cm)66163.26163.294.08513.600.00300.04980.00370.0652271.127cumple3/8''190.00300.049820.00370.0652271.127cumple512123.418286.7259.971904.860.00300.04980.01030.0732528.431cumple3/8''190.00300.049820.01030.0732528.431no cumple416913.635200.2342.913666.690.00300.04980.01360.0772655.289no cumple1/2''190.00540.090530.01360.1154179.133no cumple320533.655733.8425.865805.600.00300.04980.01690.0812780.953no cumple5/8''190.00840.140350.01690.1576014.795no cumple222983.578717.3508.808199.710.00300.04980.02020.0852905.421no cumple3/4''190.01200.199300.02020.1968006.817no cumple124401.1103118.3599.5210741.490.00300.04980.02380.0903040.189no cumple1''190.02150.357890.02380.26512718.750no cumple

ANALISIS POR CORTE EN EL EJE YCALCULO DE FUERZAS LATERALES NIVELPiHiPi*Hi%iViCORTANTEVu hm/lmcVcVc/2Vs por mltabla65579.5219.5108800.640.251926.001926.00481.500.500.252044.971022.49-tabla 1 y 256455.0416.3105217.150.251862.573788.57947.140.960.252044.971022.49-tabla 1 y 246455.0413.184561.020.201496.915285.491321.371.410.252044.971022.49-tabla 336455.049.963904.900.151131.256416.741604.191.870.201635.98817.99-tabla 326455.046.743248.770.10765.607182.341795.582.330.171390.58695.2957.86tabla 416537.123.522879.920.05405.027587.361896.842.790.171390.58695.2972.32tabla 4suma37936.8428612.40

CORTANTE BASAL (Vb)T0.43C3.46 2.5entonces C2.5Vb7587.36Vy = cortante eje y1896.84Vn6789.32entonces Vy VnCUMPLE

CALCULAMOS EL ACERO HORIZONTAL Y VERTICAL

AREAS DE ACERO3/8''0.711/2''1.295/8''23/4''2.841''5.1

NIVELACERO HORIZONTALh calculadoh asumidohm/lmvACERO VERTICALmedidaseparacion (cm)medidaseparacion (cm)63/8''240.00200.00250.500.00253/8''1953/8''240.00200.00250.960.00253/8''1943/8''190.00250.00251.410.00253/8''1933/8''190.00250.00251.870.00253/8''1923/8''400.00120.00252.330.00253/8''1913/8''400.00120.00252.790.00253/8''19

10.85

ANALISIS POR FELXION EN EL EJE ''Y''NIVELMOMENTO DE CADA PISOMOMENTO ACUMULADOPu MuASTWC/LwMnMn > MuACERO VERTICALASTWC/LwMnMn > Mumedidaseparacion (cm)66163.26163.2164.641540.800.00300.04980.00650.0692381.155cumple1''300.02380.226670.00370.19625734.561cumple512123.418286.7330.534571.660.00300.04980.01310.0772636.425no cumple1''300.02380.226670.00750.19926050.654cumple416913.635200.2413.478800.050.00300.04980.01640.0812762.267no cumple1''300.02380.226670.00940.20126207.447cumple320533.655733.8496.4213933.440.00300.04980.01970.0852886.913no cumple1''300.02380.226670.01130.20226363.404cumple222983.578717.3579.3619679.310.00300.04980.02300.0893010.364no cumple1''300.02380.226670.01310.20426518.525cumple124401.1103118.3670.0825779.580.00300.04980.02660.0933144.020no cumple1''300.02380.226670.01520.20626687.232cumple

Hoja2

Hoja3