metodo estatico

8
Método Estático Diseño de Estructras de Concreto Cuarto Entrepiso Vi= 15.96 1 2 3 4 5 6 7 8 9 10 11 12 Yt 4 Xt 9.95 Cortante por torsion Cortante total Eje Rix Yi Rix Yi Yit Rix Yit sismo en xsismo en y sismo en x sismo en y A 0.35 8 2.8 8.0 4.00 1.40 5.6 0.78 0.67 8.76 0.67 B 0.35 0 0 8.0 -4.00 -1.40 5.6 -0.78 -0.67 7.20 -0.67 suma 0.7 2.8 15.96 11.2 Mtx 15.16 Mty 12.96 1 2 3 4 5 6 7 8 9 10 11 12 Yt 4 Xt 9.95 Cortante por torsion Cortante total Eje Riy Xi Riy Xi Xit Riy Xit sismo en xsismo en y sismo en x sismo en y 1 0.05 0 0 2.3 -9.95 -0.50 4.95 -0.278 -0.238 2.0 -0.2 2 0.05 3.2 0.16 2.3 -6.75 -0.34 2.28 -0.189 -0.161 2.1 -0.2 3 0.05 6.4 0.32 2.3 -3.55 -0.18 0.63 -0.099 -0.085 2.2 -0.1 4 0.05 9.6 0.48 2.3 -0.35 -0.02 0.01 -0.010 -0.008 2.3 0.0 5 0.05 13.6 0.68 2.3 3.65 0.1825 0.67 0.102 0.087 2.4 0.1 6 0.05 16.8 0.84 2.3 6.85 0.3425 2.35 0.191 0.164 2.5 0.2 7 0.05 20 1 2.3 10.05 0.5025 5.05 0.281 0.240 2.6 0.2 suma 0.35 3.5 15.96 15.93 CT Excentricidades xcentricidades diseñ Xt= 9.943 ecx= 0.057 ex1 2.09 Yt= 4 ecy= 1 ex2 -1.94 ey1 2.5 ey2 0.00 Vi= 28.5 Tercer Entrepiso Cortante directo Rix Y 2 it Cortante directo Riy X 2 it

Upload: emmanuel-rodriguez

Post on 17-Nov-2015

7 views

Category:

Documents


0 download

DESCRIPTION

método estatico para determinación de fuerzas sismicas en edificios simetricos

TRANSCRIPT

Hoja1Cuarto EntrepisoVi=15.961234567891011121314Yt4Xt9.95Cortante por torsionCortante totalEjeRixYiRix YiCortante directoYitRix YitRix Y2 itsismo en xsismo en ysismo en xsismo en yX+ 0.3YYix10-3A0.3582.88.04.001.405.60.780.678.760.678.960.0011381657B0.35008.0-4.00-1.405.6-0.78-0.677.20-0.677.000.000888501suma0.72.815.9611.2Mtx15.16Mty12.961234567891011121314Yt4Xt9.95Cortante por torsionCortante totalEjeRiyXiRiy XiCortante directoXitRiy XitRiy X2 itsismo en xsismo en ysismo en xsismo en yX+ 0.3YYix10-310.05002.3-9.95-0.504.95-0.278-0.2382.0-0.21.90.001470982520.053.20.162.3-6.75-0.342.28-0.189-0.1612.1-0.22.00.001556581830.056.40.322.3-3.55-0.180.63-0.099-0.0852.2-0.12.20.001642181140.059.60.482.3-0.35-0.020.01-0.010-0.0082.3-0.02.30.001727780450.0513.60.682.33.650.18250.670.1020.0872.40.12.40.001834779660.0516.80.842.36.850.34252.350.1910.1642.50.22.50.001920378970.052012.310.050.50255.050.2810.2402.60.22.60.0020059782suma0.353.515.9615.93CTExcentricidadesExcentricidades diseoXt=9.9428571429ecx=0.0571428571ex12.09Yt=4ecy=1ex2-1.94ey12.5ey20.00Vi=28.5Tercer Entrepiso1234567891011121314Yt4Xt9.95Cortante por torsionCortante totalEjeRixYiRix YiCortante directoYitRix YitRix Y2 itsismo en xsismo en ysismo en xsismo en yX+ 0.3YYix10-3A0.5184.0814.34.002.048.20.960.8215.210.8215.460.0013468421B0.510014.3-4.00-2.048.2-0.96-0.8213.29-0.8213.040.001136818suma1.024.0828.516.3Mtx15.16Mty12.961234567891011121314Yt4Xt9.95Cortante por torsionCortante totalEjeRiyXiRiy XiCortante directoXitRiy XitRiy X2 itsismo en xsismo en ysismo en xsismo en yX+ 0.3YYix10-310.05004.1-9.95-0.504.95-0.234-0.2003.8-0.23.80.002878140120.053.20.164.1-6.75-0.342.28-0.159-0.1363.9-0.13.90.002950148430.056.40.324.1-3.55-0.180.63-0.083-0.0714.0-0.14.00.003022156640.059.60.484.1-0.35-0.020.01-0.008-0.0074.1-0.04.10.003094164950.0513.60.684.13.650.180.670.0860.0734.20.14.20.003184175360.0516.80.844.16.850.342.350.1610.1384.20.14.30.003256183570.052014.110.050.505.050.2360.2024.30.24.40.0033281918suma0.353.528.515.93CTExcentricidadesExcentricidades diseoXt=9.9428571429ecx=0.0571428571ex12.09Yt=4ecy=1ex2-1.94ey12.5ey20.00Vi=36.86Segundo Entrepiso1234567891011121314Yt4Xt9.95Cortante por torsionCortante totalEjeRixYiRix YiCortante directoYitRix YitRix Y2 itsismo en xsismo en ysismo en xsismo en yX+ 0.3YYix10-3A0.4783.7618.44.001.887.50.920.7919.350.7919.590.0018521423B0.470018.4-4.00-1.887.5-0.92-0.7917.51-0.7917.270.0016334369suma0.943.7636.8615.0Mtx15.16Mty12.961234567891011121314Yt4Xt9.95Cortante por torsionCortante totalEjeRiyXiRiy XiCortante directoXitRiy XitRiy X2 itsismo en xsismo en ysismo en xsismo en yX+ 0.3YYix10-310.05005.3-9.95-0.504.95-0.244-0.2085.0-0.25.00.003778817220.053.20.165.3-6.75-0.342.28-0.165-0.1415.1-0.15.10.003853801930.056.40.325.3-3.55-0.180.63-0.087-0.0745.2-0.15.20.003928786640.059.60.485.3-0.35-0.020.01-0.009-0.0075.3-0.05.30.004003771350.0513.60.685.33.650.180.670.0890.0765.40.15.40.004097502260.0516.80.845.36.850.342.350.1680.1435.40.15.50.004172486970.052015.310.050.505.050.2460.2105.50.25.60.0042474716suma0.353.536.8615.93CTExcentricidadesExcentricidades diseoXt=9.9428571429ecx=0.0571428571ex12.09Yt=4ecy=1ex2-1.94ey12.5ey20.00Vi=41.04Primer Entrepiso1234567891011121314Yt4Xt9.95Cortante por torsionCortante totalEjeRixYiRix YiCortante directoYitRix YitRix Y2 itsismo en xsismo en ysismo en xsismo en yX+ 0.3YYix10-3A0.6785.3620.54.002.6810.71.090.9321.610.9321.890.0014518174B0.670020.5-4.00-2.6810.7-1.09-0.9319.43-0.9319.150.0012705707suma1.345.3641.0421.4Mtx15.16Mty12.961234567891011121314Yt4Xt9.95Cortante por torsionCortante totalEjeRiyXiRiy XiCortante directoXitRiy XitRiy X2 itsismo en xsismo en ysismo en xsismo en yX+ 0.3YYix10-310.103005.9-9.95-1.0210.20-0.416-0.3555.4-0.45.30.00197519520.1033.20.32965.9-6.75-0.704.69-0.282-0.2415.6-0.25.50.002037336730.1036.40.65925.9-3.55-0.371.30-0.148-0.1275.7-0.15.70.002099478440.1039.60.98885.9-0.35-0.040.01-0.015-0.0135.8-0.05.80.002161620150.10313.61.40085.93.650.381.370.1530.1306.00.16.10.002239297360.10316.81.73045.96.850.714.830.2860.2456.10.26.20.00230143970.103202.065.910.051.0410.400.4200.3596.30.46.40.0023635807suma0.7217.241.0432.81CTExcentricidadesExcentricidades diseoXt=9.9428571429ecx=0.0571428571ex12.09Yt=4ecy=1ex2-1.94ey12.5ey20.00

&LMtodo Esttico&RDiseo de Estructras de Concreto&L