Dina Mico
20
Suelo flexible Suelo intermedio Tp= 0.900 Tp= 0.600 Z 0.400 Z 0.400 U 1.000 U 1.000 S 1.400 S 1.200 R 4.000 R 4.000 Guardar archivo (Rojo) en bloc de notas C T Sa/g=ZUCS/R C T Sa/g=ZUCS/R 2.500 0.000 0.350 2.500 0.000 0.300 2.500 0.900 0.350 2.500 0.600 0.300 2.250 1.000 0.315 1.875 0.800 0.225 1.800 1.250 0.252 1.500 1.000 0.180 1.500 1.500 0.210 1.111 1.350 0.133 1.286 1.750 0.180 0.909 1.650 0.109 1.125 2.000 0.158 0.750 2.000 0.090 0.750 3.000 0.105 0.500 3.000 0.060 0.563 4.000 0.079 0.375 4.000 0.045 0.450 5.000 0.063 0.300 5.000 0.036 0.375 6.000 0.053 0.250 6.000 0.030 0.321 7.000 0.045 0.214 7.000 0.026 0.281 8.000 0.039 0.188 8.000 0.023 0.250 9.000 0.035 0.167 9.000 0.020
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Transcript of Dina Mico
Hoja1Suelo flexibleSuelo intermedioSuelo rigidoTp=0.900Tp=0.600Tp=0.400Z0.400Z0.400Z0.400U1.000U1.000U1.000S1.400S1.200S1.000R4.000R4.000R4.000Guardar archivo (Rojo) en bloc de notasCTSa/g=ZUCS/RCTSa/g=ZUCS/RCTSa/g=ZUCS/R2.5000.0000.3502.5000.0000.3002.5000.0000.2502.5000.9000.3502.5000.6000.3002.5000.4000.2502.2501.0000.3151.8750.8000.2251.6670.6000.1671.8001.2500.2521.5001.0000.1801.2500.8000.1251.5001.5000.2101.1111.3500.1331.0001.0000.1001.2861.7500.1800.9091.6500.1090.6671.5000.0671.1252.0000.1580.7502.0000.0900.5002.0000.0500.7503.0000.1050.5003.0000.0600.3333.0000.0330.5634.0000.0790.3754.0000.0450.2504.0000.0250.4505.0000.0630.3005.0000.0360.2005.0000.0200.3756.0000.0530.2506.0000.0300.1676.0000.0170.3217.0000.0450.2147.0000.0260.1437.0000.0140.2818.0000.0390.1888.0000.0230.1258.0000.0130.2509.0000.0350.1679.0000.0200.1119.0000.011
Hoja2Irreguralidad torsionalEje AD (m)d(m)Deriva
Hoja3
Hoja4
Hoja5PESO DE LA EDIFICACIN642.23TONCo=0.8KG/CM3MODULO ELASTICIDAD SUELO125KG/CM2d=0.4261707868KG/CM2DENSIDAD SUELO1.6KG/CM3Do=0.6697674419POISSON SUELO0.28ADIMENSIONALANGULO FRICCION INTERNA DE SUELO28GRADOS# Panoa (cm)b (cm)AREA (cm2)CANTIDADAREA PARCIAL (cm2)Cz (Kg/cm3)Cz (Tn/m3)Kx = KyB-1469.00256.00120064.002.00240128.002.362358.9756645.39T/mB-2595.00523.00311185.002.00622370.001.841836.30114286.01T/mB-3339.00260.0088140.002.00176280.002.522520.8644437.73T/mB-4595.00270.00160650.002.00321300.002.222219.1971302.54T/mB-5565.00130.0073450.002.00146900.003.093090.6445401.54T/mAREA TOTAL PLATEA (m2)150.70Kx=Ky332073.21# Panoa (cm)b (cm)AREA (cm2)CANTIDADAREA PARCIAL (cm2)Cz (Kg/cm3)Cz (Tn/m3)KzB-1469.00256.00120064.002.00240128.002.822817.6567659.77T/mB-2595.00523.00311185.002.00622370.002.192193.36136508.29T/mB-3339.00260.0088140.002.00176280.003.013011.0353078.40T/mB-4595.00270.00160650.002.00321300.002.652650.7085166.92T/mB-5565.00130.0073450.002.00146900.003.693691.6054229.62T/mAREA TOTAL PLATEA (m2)150.70Kz396643.00
