Calculo de Losa Aligerada 26.02.2015 OK. OK. OK OK

Mom.Res.MOMENTOS RESISTENTES EN ALIGERADOSMu = K *As*fy*d*(1-0,59*p*fy/fc)fc = 175 kg/cm2d = h-2b(+)=40b(-)=10fy = 4,200 kg/cmp = As/(bd)M Tn-mh(cm.)10172025FierroAsM+M-M+M-M+M-M+M-1(3/8)0.7130.2090.1880.3970.3770.4780.4570.6130.5931(1/2)1.2670.3620.2970.6970.6320.8400.7761.0811.0162(3/8)1.4250.4040.3220.7810.6990.9420.8601.2131.1311(3/8)+1(1/2)1.9790.5460.3891.0700.9131.2941.1361.6701.5121(5/8)1.9790.5460.3891.0700.9131.2941.1361.6701.5122(1/2)2.5340.6800.4231.3511.0931.6371.3792.1181.8601(1/2)+1(5/8)3.2460.8410.4181.7001.2772.0661.6442.6832.2602(5/8)3.9590.9870.3582.0351.4062.4821.8533.2342.605

&APgina &P

AREA DE ACEROSDIMENSIONES DEL ACERO PARA REFUERZO DEL CONCRETO conc.=0.8139695Kg / ( Mts * Cm2 )ACERO GRADO 60 F'y = 4200 Kgs. / Cm2.NORMA ASTM A - 615BARRADIAMETROAREAPESOAREA ( Cm2. )NPulg.Cms.( Cm2. )Kgs. / Mts.1234567891021/40.640.320.260.320.630.951.271.581.902.222.532.853.1733/80.950.710.580.711.432.142.853.564.284.995.706.417.1341/21.271.271.031.272.533.805.076.337.608.8710.1311.4012.6755/81.591.981.611.983.965.947.929.9011.8813.8615.8317.8119.7963/41.912.852.322.855.708.5511.4014.2517.1019.9522.8025.6528.50812.545.074.125.0710.1315.2020.2725.3430.4035.4740.5445.6050.6791 1/82.866.415.226.4112.8319.2425.6532.0738.4844.8951.3057.7264.13101 1/43.187.926.447.9215.8323.7531.6739.5947.5055.4263.3471.2679.17

ku vs pTABLA Ku vs f'c =280Kg/cmf'c =210Kg/cmf'c =175Kg/cmfy =4200Kg/cmfy =4200Kg/cmfy =4200Kg/cmb =0.0289b =0.0289b =0.0289KuKuKu0.010636.30930.005218.45000.00248.7637f'c=210Kg/cm0.010435.69380.005017.78470.00228.0570Parafy=4200Kg/cm0.010235.07560.004817.11640.00207.3457Ku=18.45000.010034.45480.004616.44420.00186.6306usarp=0.00520.00000.009833.83400.004415.76950.00165.91100.009633.21320.004215.08720.00145.18710.009432.59240.004014.40640.00124.45870.009231.97160.003813.72000.00103.72650.009031.35080.003613.03000.00082.95980.008830.73000.003412.33640.00062.24970.008630.10920.003211.63930.00041.53500.008429.48840.003010.93860.00020.75390.008228.86760.002810.23430.00000.00000.008028.24680.00269.52650.007827.62600.00248.81510.007626.79580.00228.10020.007426.14000.00207.38160.007225.48190.00186.65750.007024.82090.00165.93390.006824.15720.00145.20160.006623.49090.00124.47180.006422.82180.00103.73540.006222.15010.00082.98550.006021.47580.00062.25200.005820.79870.00041.50470.005620.11900.00020.75430.005419.43660.00000.00000.005218.75150.005018.06370.004817.37330.004616.68020.004415.98440.004215.43320.004014.70530.003813.97740.003613.24950.003412.52160.003211.79370.003011.06580.002810.33790.00269.61000.00248.88210.00228.15420.00207.42630.00186.69570.00165.96240.00145.22650.00124.48790.00103.71660.00083.0027

Tabla Carga VivaTABLA:1.0VALORES TIPICOS DE CARGA VIVA PARA EL DISEO DE EDIFICACIONESTIPO DE EDIFICACIONCARGA VIVAKG/M21.0VIVIENDAS1.1VIVIENDAS2002.0OFICINAS2.1EXCEPTUANDO SALAS DE ARCHIVO Y COMPUTACION250SALAS DE ARCHIVO500SALAS DE COMPUTACION350CORREDORES Y ESCALERAS4003.0CENTROS EDUCATIVOS3.1AULAS2003.2TALLERES3503.3AUDITORIOS Y GIMNASIOS3003.4LABORATORIOS3003.5CORREDORES Y ESCALERAS4004.0HOSPITALES4.1SALSA DE OPERACIN, LABORATORIO Y AREAS DE SERVICIO3004.2CUARTOS2004.3CORREDORES Y ESCALERAS4003.0BIBLIOTECAS3.1SALAS DE LECTURA3003.2SALAS DE ALMACENAJE7503.3CORREDORES Y ESCALERAS400FuenteREGLAMENTO NACIONAL DE CONSTRUCCIONES, CAPECO, LIMA 1994,10a Edicion.

usuario:SEGN REGLAMENTO NACIONAL DE CONSTRUCCIONES, CAPECO, LIMA 1994,10a Edicion.

Evaluacion Alig.17HOJA DE VIGUETAS DE ALIGERADOSSeccin transversal de vigueta :MOM. RESIST. - f'c = 175 kg/cm2Nota.- Cuando las columnas V1 y V2 se presentan azul, significa que se necesita ensanche por corte exterior o interiormenteMOM. RESIST. f'c = 175 kg/cm2Nota.- Cuando las columnas V1 y V2 se presentan azul, significa que se necesita ensanche por corte exterior o interiormentebf (pulg) (cm)As (cm)ALIGERADOS DE 17 cms.FierroAsM+M-ALIGERADOS DE 17 cms.FierroAsM+M-PROP:PESO PROPIO DE LAS LOSAS ALIGERADAS1/4"0.640.311(3/8)0.7130.3970.3771(3/8)0.7130.317 Kg-m0.352 Kg-mELEMENTO:HLosa Alig.Peso PropioSegn el RNC3/8"0.950.711(1/2)1.2670.6970.6321(1/2)1.2670.564 Kg-m0.632 Kg-mNIVEL:tfCmKG/M2Kg/cm212mm0.801.132(3/8)1.4250.7810.6992(3/8)1.4250.634 Kg-m0.699 Kg-m17.00247.00280.001/2"1.271.273/8+1/21.9791.0700.9133/8+1/21.9790.881 Kg-m0.913 Kg-mVIGUETA DE SECCION CUALQUIERAh20.00284.00300.005/8"1.591.981(5/8)1.9791.0700.9131(5/8)1.9790.881 Kg-m0.913 Kg-mGEOMETRIA DE SECCION25.00345.00350.003/4"1.912.852(1/2)2.5341.3511.0932(1/2)2.5341.128 Kg-m1.093 Kg-mh =0.177/8"2.223.881/2+5/83.2461.7001.2771/2+5/83.2461.445 Kg-m1.277 Kg-mbf =0.4PESO DE LOSA ALIGERADA1"2.545.072(5/8)3.9592.0351.4062(5/8)3.9591.762 Kg-m1.406 Kg-mtf =0.05Para nuestra losa aligeradaVuLUZMuVuLUZMutw =0.1twsegn luzh =10.00cm3.13.13.13.1V1V2(L)1/81/91/101/111/121/141/161/24V1V2(L)1/81/91/101/111/121/141/161/24d =0.139HLosa Aligerada =h =17.00cmPeso de Losa Aligerada =280.00Kg/cm2MATERIAL DE LA SECCIONNumero de Viguetas por Mts =2.50Vig. / Mts.V1 = 1,15 x Wu x L/2 V2 = Wu x L/2 Mu = C x Wu x L2V1 = 1,15 x Wu x L/2 V2 = Wu x L/2 Mu = C x Wu x L2f'c =210 Kg/cm2fy =4200 Kg/cm2Recubrimiento =2.50cm.0.025MPeso propio =0.27Tn/m2Peso propio =0.27Tn/m2Acero principal a usar =1/2"Piso + acab. =0.10Tn/m2Piso + acab. =0.10Tn/m2Dimetro acero principal - a usar =1.27Cm.0.013MFuerzas y Momentos Resistentes :d =13.90Cm.0.139MA.-AZOTEASA.-AZOTEASVerificacion de la SeccionSobrecarga0.150Tn/m2Sobrecarga0.150Tn/m2rb =0.02130.0Wu =0.330Tn/m2(No inc. 0,1 Tn/m2 de albaileria)Wu =0.330Tn/m2(No inc. 0,1 Tn/m2 de albaileria)rmax =0.01590.0VuLUZMuVuLUZMurmin =0.00240.0V1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24VerifOK0.3800.3302.000.1650.1470.1320.1200.1100.0940.0830.0550.3800.0000.3300.0002.000.1650.0000.1470.0000.1320.0000.1200.0000.1100.0000.0940.0000.0830.0000.0550.0000.4170.3632.200.2000.1770.1600.1450.1330.1140.1000.0670.4170.0000.3630.0002.200.2000.0000.1770.0000.1600.0000.1450.0000.1330.0000.1140.0000.1000.0000.0670.000Momentos Maximos Resistentes:0.4550.3962.400.2380.2110.1900.1730.1580.1360.1190.0790.4550.0000.3960.0002.400.2380.0000.2110.0000.1900.0000.1730.0000.1580.0000.1360.0000.1190.0000.0790.000Momentos Maximos :0.4930.4292.600.2790.2480.2230.2030.1860.1590.1390.0930.4930.0000.4290.0002.600.2790.0000.2480.0000.2230.0000.2030.0000.1860.0000.1590.0000.1390.0000.0930.000As max =7.225 cm20.00.5310.4622.800.3230.2870.2590.2350.2160.1850.1620.1080.5310.0000.4620.0002.800.3230.0000.2870.0000.2590.0000.2350.0000.2160.0000.1850.0000.1620.0000.1080.000Mu max ( + ) =3215.81 Kg-m=3.22 Ton-m8.1930.5690.4953.000.3710.3300.2970.2700.2480.2120.1860.1240.5690.0000.4950.0003.000.3710.0000.3300.0000.2970.0000.2700.0000.2480.0000.2120.0000.1860.0000.1240.0000.00.6070.5283.200.4220.3750.3380.3070.2820.2410.2110.1410.6070.0000.5280.0003.200.4220.0000.3750.0000.3380.0000.3070.0000.2820.0000.2410.0000.2110.0000.1410.000As max =2.215 cm20.0050.6450.5613.400.4770.4240.3810.3470.3180.2720.2380.1590.6450.0000.5610.0003.400.4770.0000.4240.0000.3810.0000.3470.0000.3180.0000.2720.0000.2380.0000.1590.000Mu max ( - ) =945.73 Kg-m=0.95 Ton-m4.0780.6830.5943.600.5350.4750.4280.3890.3560.3050.2670.1780.6830.0000.5940.0003.600.5350.0000.4750.0000.4280.0000.3890.0000.3560.0000.3050.0000.2670.0000.1780.0000.00.7210.6273.800.5960.5290.4770.4330.3970.3400.2980.1990.7210.0000.6270.0003.800.5960.0000.5290.0000.4770.0000.4330.0000.3970.0000.3400.0000.2980.0000.1990.0000.00.7590.6604.000.6600.5870.5280.4800.4400.3770.3300.2200.7590.0000.6600.0004.000.6600.0000.5870.0000.5280.0000.4800.0000.4400.0000.3770.0000.3300.0000.2200.0000.00.7970.6934.200.7280.6470.5820.5290.4850.4160.3640.2430.7970.0000.6930.0004.200.7280.0000.6470.0000.5820.0000.5290.0000.4850.0000.4160.0000.3640.0000.2430.000Momentos Minimos :0.00.8350.7264.400.7990.7100.6390.5810.5320.4560.3990.2660.8350.0000.7260.0004.400.7990.0000.7100.0000.6390.0000.5810.0000.5320.0000.4560.0000.3990.0000.2660.000As min =0.336 cm20.0010.8730.7594.600.8730.7760.6980.6350.5820.4990.4360.2910.8730.0000.7590.0004.600.8730.0000.7760.0000.6980.0000.6350.0000.5820.0000.4990.0000.4360.0000.2910.000Mu min ( + ) =175.14 Kg-m0.18 Ton-m0.7550.9110.7924.800.9500.8450.7600.6910.6340.5430.4750.3170.9110.0000.7920.0004.800.9500.0000.8450.0000.7600.0000.6910.0000.6340.0000.5430.0000.4750.0000.3170.0000.00.9490.8255.001.0310.9170.8250.7500.6880.5890.5160.3440.9490.0000.8250.0005.001.0310.0000.9170.0000.8250.0000.7500.0000.6880.0000.5890.0000.5160.0000.3440.000As min =0.336 cm20.0010.9870.8585.201.1150.9910.8920.8110.7440.6370.5580.3720.9870.0000.8580.0005.201.1150.0000.9910.0000.8920.0000.8110.0000.7440.0000.6370.0000.5580.0000.3720.000Mu min ( - ) =171.38027606540.17 Ton-m0.7391.0250.8915.401.2031.0690.9620.8750.8020.6870.6010.4011.0250.0000.8910.0005.401.2030.0001.0690.0000.9620.0000.8750.0000.8020.0000.6870.0000.6010.0000.4010.0000.01.0630.9245.601.2941.1501.0350.9410.8620.7390.6470.4311.0630.0000.9240.0005.601.2940.0001.1500.0001.0350.0000.9410.0000.8620.0000.7390.0000.6470.0000.4310.0000.01.1010.9575.801.3881.2331.1101.0090.9250.7930.6940.4631.1010.0000.9570.0005.801.3880.0001.2330.0001.1100.0001.0090.0000.9250.0000.7930.0000.6940.0000.4630.000Fuerza Cortante Maxima Resistente :0.01.1390.9906.001.4851.3201.1881.0800.9900.8490.7430.4951.1390.0000.9900.0006.001.4850.0001.3200.0001.1880.0001.0800.0000.9900.0000.8490.0000.7430.0000.4950.000nu max =7.18 Kg/cm20.01.1761.0236.201.5861.4091.2691.1531.0570.9060.7930.5291.1760.0001.0230.0006.201.5860.0001.4090.0001.2690.0001.1530.0001.0570.0000.9060.0000.7930.0000.5290.000Vu resistente =998.19 Kg2.1541.2141.0566.401.6901.5021.3521.2291.1260.9650.8450.5631.2140.0001.0560.0006.401.6900.0001.5020.0001.3520.0001.2290.0001.1260.0000.9650.0000.8450.0000.5630.0001.2521.0896.601.7971.5971.4371.3071.1981.0270.8980.5991.2520.0001.0890.0006.601.7970.0001.5970.0001.4370.0001.3070.0001.1980.0001.0270.0000.8980.0000.5990.0001.2901.1226.801.9071.6951.5261.3871.2721.0900.9540.6361.2900.0001.1220.0006.801.9070.0001.6950.0001.5260.0001.3870.0001.2720.0001.0900.0000.9540.0000.6360.0001.3281.1557.002.0211.7971.6171.4701.3481.1551.0110.6741.3280.0001.1550.0007.002.0210.0001.7970.0001.6170.0001.4700.0001.3480.0001.1550.0001.0110.0000.6740.000B.-VIVIENDASB.-VIVIENDASSobrecarga0.200Tn/m2Sobrecarga0.200Tn/m2Wu =0.426Tn/m2(Inc. 0,1 Tn/m2 de albaileria)Wu =0.426Tn/m2(No inc. 0,1 Tn/m2 de albaileria)VuLUZMuVuLUZMuV1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24VerifOK0.4900.4262.000.2130.1890.1700.1550.1420.1220.1070.0710.4900.0000.4260.0002.000.2130.0000.1890.0000.1700.0000.1550.0000.1420.0000.1220.0000.1070.0000.0710.0000.5390.4692.200.2580.2290.2060.1870.1720.1470.1290.0860.5390.0000.4690.0002.200.2580.0000.2290.0000.2060.0000.1870.0000.1720.0000.1470.0000.1290.0000.0860.0000.5880.5112.400.3070.2730.2450.2230.2040.1750.1530.1020.5880.0000.5110.0002.400.3070.0000.2730.0000.2450.0000.2230.0000.2040.0000.1750.0000.1530.0000.1020.0000.6370.5542.600.3600.3200.2880.2620.2400.2060.1800.1200.6370.0000.5540.0002.600.3600.0000.3200.0000.2880.0000.2620.0000.2400.0000.2060.0000.1800.0000.1200.0000.6860.5962.800.4170.3710.3340.3040.2780.2390.2090.1390.6860.0000.5960.0002.800.4170.0000.3710.0000.3340.0000.3040.0000.2780.0000.2390.0000.2090.0000.1390.0000.7350.6393.000.4790.4260.3830.3490.3200.2740.2400.1600.7350.0000.6390.0003.000.4790.0000.4260.0000.3830.0000.3490.0000.3200.0000.2740.0000.2400.0000.1600.0000.7840.6823.200.5450.4850.4360.3970.3640.3120.2730.1820.7840.0000.6820.0003.200.5450.0000.4850.0000.4360.0000.3970.0000.3640.0000.3120.0000.2730.0000.1820.0000.8330.7243.400.6160.5470.4920.4480.4100.3520.3080.2050.8330.0000.7240.0003.400.6160.0000.5470.0000.4920.0000.4480.0000.4100.0000.3520.0000.3080.0000.2050.0000.8820.7673.600.6900.6130.5520.5020.4600.3940.3450.2300.8820.0000.7670.0003.600.6900.0000.6130.0000.5520.0000.5020.0000.4600.0000.3940.0000.3450.0000.2300.0000.9310.8093.800.7690.6830.6150.5590.5130.4390.3840.2560.9310.0000.8090.0003.800.7690.0000.6830.0000.6150.0000.5590.0000.5130.0000.4390.0000.3840.0000.2560.0000.9800.8524.000.8520.7570.6820.6200.5680.4870.4260.2840.9800.0000.8520.0004.000.8520.0000.7570.0000.6820.0000.6200.0000.5680.0000.4870.0000.4260.0000.2840.0001.0290.8954.200.9390.8350.7510.6830.6260.5370.4700.3131.0290.0000.8950.0004.200.9390.0000.8350.0000.7510.0000.6830.0000.6260.0000.5370.0000.4700.0000.3130.0001.0780.9374.401.0310.9160.8250.7500.6870.5890.5150.3441.0780.0000.9370.0004.401.0310.0000.9160.0000.8250.0000.7500.0000.6870.0000.5890.0000.5150.0000.3440.0001.1270.9804.601.1271.0020.9010.8190.7510.6440.5630.3761.1270.0000.9800.0004.601.1270.0001.0020.0000.9010.0000.8190.0000.7510.0000.6440.0000.5630.0000.3760.0001.1761.0224.801.2271.0910.9820.8920.8180.7010.6130.4091.1760.0001.0220.0004.801.2270.0001.0910.0000.9820.0000.8920.0000.8180.0000.7010.0000.6130.0000.4090.0001.2251.0655.001.3311.1831.0650.9680.8880.7610.6660.4441.2250.0001.0650.0005.001.3310.0001.1830.0001.0650.0000.9680.0000.8880.0000.7610.0000.6660.0000.4440.0001.2741.1085.201.4401.2801.1521.0470.9600.8230.7200.4801.2740.0001.1080.0005.201.4400.0001.2800.0001.1520.0001.0470.0000.9600.0000.8230.0000.7200.0000.4800.0001.3231.1505.401.5531.3801.2421.1291.0350.8870.7760.5181.3230.0001.1500.0005.401.5530.0001.3800.0001.2420.0001.1290.0001.0350.0000.8870.0000.7760.0000.5180.0001.3721.1935.601.6701.4841.3361.2141.1130.9540.8350.5571.3720.0001.1930.0005.601.6700.0001.4840.0001.3360.0001.2140.0001.1130.0000.9540.0000.8350.0000.5570.0001.4211.2355.801.7911.5921.4331.3031.1941.0240.8960.5971.4210.0001.2350.0005.801.7910.0001.5920.0001.4330.0001.3030.0001.1940.0001.0240.0000.8960.0000.5970.0001.4701.2786.001.9171.7041.5341.3941.2781.0950.9590.6391.4700.0001.2780.0006.001.9170.0001.7040.0001.5340.0001.3940.0001.2780.0001.0950.0000.9590.0000.6390.0001.5191.3216.202.0471.8191.6381.4891.3651.1701.0230.6821.5190.0001.3210.0006.202.0470.0001.8190.0001.6380.0001.4890.0001.3650.0001.1700.0001.0230.0000.6820.0001.5681.3636.402.1811.9391.7451.5861.4541.2461.0910.7271.5680.0001.3630.0006.402.1810.0001.9390.0001.7450.0001.5860.0001.4540.0001.2460.0001.0910.0000.7270.0001.6171.4066.602.3202.0621.8561.6871.5461.3251.1600.7731.6170.0001.4060.0006.602.3200.0002.0620.0001.8560.0001.6870.0001.5460.0001.3250.0001.1600.0000.7730.0001.6661.4486.802.4622.1891.9701.7911.6421.4071.2310.8211.6660.0001.4480.0006.802.4620.0002.1890.0001.9700.0001.7910.0001.6420.0001.4070.0001.2310.0000.8210.0001.7151.4917.002.6092.3192.0871.8981.7401.4911.3050.8701.7150.0001.4910.0007.002.6090.0002.3190.0002.0870.0001.8980.0001.7400.0001.4910.0001.3050.0000.8700.000C.-VARIOSC.-VARIOSSobrecarga0.300Tn/m2Sobrecarga0.300Tn/m2Wu =0.438Tn/m2(No inc. 0,1 Tn/m2 de albaileria)Wu =0.438Tn/m2(No inc. 0,1 Tn/m2 de albaileria)VuLUZMuVuLUZMuV1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24Verif0.5040.4382.000.2190.1950.1750.1590.1460.1250.1100.0730.5040.0000.4380.0002.000.2190.0000.1950.0000.1750.0000.1590.0000.1460.0000.1250.0000.1100.0000.0730.0000.5540.4822.200.2650.2360.2120.1930.1770.1510.1320.0880.5540.0000.4820.0002.200.2650.0000.2360.0000.2120.0000.1930.0000.1770.0000.1510.0000.1320.0000.0880.0000.6040.5262.400.3150.2800.2520.2290.2100.1800.1580.1050.6040.0000.5260.0002.400.3150.0000.2800.0000.2520.0000.2290.0000.2100.0000.1800.0000.1580.0000.1050.0000.6550.5692.600.3700.3290.2960.2690.2470.2110.1850.1230.6550.0000.5690.0002.600.3700.0000.3290.0000.2960.0000.2690.0000.2470.0000.2110.0000.1850.0000.1230.0000.7050.6132.800.4290.3820.3430.3120.2860.2450.2150.1430.7050.0000.6130.0002.800.4290.0000.3820.0000.3430.0000.3120.0000.2860.0000.2450.0000.2150.0000.1430.0000.7560.6573.000.4930.4380.3940.3580.3290.2820.2460.1640.7560.0000.6570.0003.000.4930.0000.4380.0000.3940.0000.3580.0000.3290.0000.2820.0000.2460.0000.1640.0000.8060.7013.200.5610.4980.4490.4080.3740.3200.2800.1870.8060.0000.7010.0003.200.5610.0000.4980.0000.4490.0000.4080.0000.3740.0000.3200.0000.2800.0000.1870.0000.8560.7453.400.6330.5630.5060.4600.4220.3620.3160.2110.8560.0000.7450.0003.400.6330.0000.5630.0000.5060.0000.4600.0000.4220.0000.3620.0000.3160.0000.2110.0000.9070.7883.600.7100.6310.5680.5160.4730.4050.3550.2370.9070.0000.7880.0003.600.7100.0000.6310.0000.5680.0000.5160.0000.4730.0000.4050.0000.3550.0000.2370.0000.9570.8323.800.7910.7030.6320.5750.5270.4520.3950.2640.9570.0000.8320.0003.800.7910.0000.7030.0000.6320.0000.5750.0000.5270.0000.4520.0000.3950.0000.2640.0001.0070.8764.000.8760.7790.7010.6370.5840.5010.4380.2921.0070.0000.8760.0004.000.8760.0000.7790.0000.7010.0000.6370.0000.5840.0000.5010.0000.4380.0000.2920.0001.0580.9204.200.9660.8580.7730.7020.6440.5520.4830.3221.0580.0000.9200.0004.200.9660.0000.8580.0000.7730.0000.7020.0000.6440.0000.5520.0000.4830.0000.3220.0001.1080.9644.401.0600.9420.8480.7710.7070.6060.5300.3531.1080.0000.9640.0004.401.0600.0000.9420.0000.8480.0000.7710.0000.7070.0000.6060.0000.5300.0000.3530.0001.1591.0074.601.1591.0300.9270.8430.7720.6620.5790.3861.1590.0001.0070.0004.601.1590.0001.0300.0000.9270.0000.8430.0000.7720.0000.6620.0000.5790.0000.3860.0001.2091.0514.801.2611.1211.0090.9170.8410.7210.6310.4201.2090.0001.0510.0004.801.2610.0001.1210.0001.0090.0000.9170.0000.8410.0000.7210.0000.6310.0000.4200.0001.2591.0955.001.3691.2171.0950.9950.9130.7820.6840.4561.2590.0001.0950.0005.001.3690.0001.2170.0001.0950.0000.9950.0000.9130.0000.7820.0000.6840.0000.4560.0001.3101.1395.201.4801.3161.1841.0770.9870.8460.7400.4931.3100.0001.1390.0005.201.4800.0001.3160.0001.1840.0001.0770.0000.9870.0000.8460.0000.7400.0000.4930.0001.3601.1835.401.5971.4191.2771.1611.0640.9120.7980.5321.3600.0001.1830.0005.401.5970.0001.4190.0001.2770.0001.1610.0001.0640.0000.9120.0000.7980.0000.5320.0001.4101.2265.601.7171.5261.3741.2491.1450.9810.8580.5721.4100.0001.2260.0005.601.7170.0001.5260.0001.3740.0001.2490.0001.1450.0000.9810.0000.8580.0000.5720.0001.4611.2705.801.8421.6371.4731.3391.2281.0520.9210.6141.4610.0001.2700.0005.801.8420.0001.6370.0001.4730.0001.3390.0001.2280.0001.0520.0000.9210.0000.6140.0001.5111.3146.001.9711.7521.5771.4331.3141.1260.9860.6571.5110.0001.3140.0006.001.9710.0001.7520.0001.5770.0001.4330.0001.3140.0001.1260.0000.9860.0000.6570.0001.5611.3586.202.1051.8711.6841.5311.4031.2031.0520.7021.5610.0001.3580.0006.202.1050.0001.8710.0001.6840.0001.5310.0001.4030.0001.2030.0001.0520.0000.7020.0001.6121.4026.402.2431.9931.7941.6311.4951.2811.1210.7481.6120.0001.4020.0006.402.2430.0001.9930.0001.7940.0001.6310.0001.4950.0001.2810.0001.1210.0000.7480.0001.6621.4456.602.3852.1201.9081.7341.5901.3631.1920.7951.6620.0001.4450.0006.602.3850.0002.1200.0001.9080.0001.7340.0001.5900.0001.3630.0001.1920.0000.7950.0001.7131.4896.802.5322.2502.0251.8411.6881.4471.2660.8441.7130.0001.4890.0006.802.5320.0002.2500.0002.0250.0001.8410.0001.6880.0001.4470.0001.2660.0000.8440.0001.7631.5337.002.6832.3852.1461.9511.7891.5331.3410.8941.7630.0001.5330.0007.002.6830.0002.3850.0002.1460.0001.9510.0001.7890.0001.5330.0001.3410.0000.8940.000D.-VARIOSD.-VARIOSSobrecarga0.400Tn/m2Sobrecarga0.400Tn/m2Wu =0.510Tn/m2(No inc. 0,1 Tn/m2 de albaileria)Wu =0.510Tn/m2(No inc. 0,1 Tn/m2 de albaileria)VuLUZMuVuLUZMuV1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24Verif0.5870.5102.000.2550.2270.2040.1850.1700.1460.1280.0850.5870.0000.5100.0002.000.2550.0000.2270.0000.2040.0000.1850.0000.1700.0000.1460.0000.1280.0000.0850.0000.6450.5612.200.3090.2740.2470.2240.2060.1760.1540.1030.6450.0000.5610.0002.200.3090.0000.2740.0000.2470.0000.2240.0000.2060.0000.1760.0000.1540.0000.1030.0000.7040.6122.400.3670.3260.2940.2670.2450.2100.1840.1220.7040.0000.6120.0002.400.3670.0000.3260.0000.2940.0000.2670.0000.2450.0000.2100.0000.1840.0000.1220.0000.7620.6632.600.4310.3830.3450.3130.2870.2460.2150.1440.7620.0000.6630.0002.600.4310.0000.3830.0000.3450.0000.3130.0000.2870.0000.2460.0000.2150.0000.1440.0000.8210.7142.800.5000.4440.4000.3630.3330.2860.2500.1670.8210.0000.7140.0002.800.5000.0000.4440.0000.4000.0000.3630.0000.3330.0000.2860.0000.2500.0000.1670.0000.8800.7653.000.5740.5100.4590.4170.3830.3280.2870.1910.8800.0000.7650.0003.000.5740.0000.5100.0000.4590.0000.4170.0000.3830.0000.3280.0000.2870.0000.1910.0000.9380.8163.200.6530.5800.5220.4750.4350.3730.3260.2180.9380.0000.8160.0003.200.6530.0000.5800.0000.5220.0000.4750.0000.4350.0000.3730.0000.3260.0000.2180.0000.9970.8673.400.7370.6550.5900.5360.4910.4210.3680.2460.9970.0000.8670.0003.400.7370.0000.6550.0000.5900.0000.5360.0000.4910.0000.4210.0000.3680.0000.2460.0001.0560.9183.600.8260.7340.6610.6010.5510.4720.4130.2751.0560.0000.9180.0003.600.8260.0000.7340.0000.6610.0000.6010.0000.5510.0000.4720.0000.4130.0000.2750.0001.1140.9693.800.9210.8180.7360.6690.6140.5260.4600.3071.1140.0000.9690.0003.800.9210.0000.8180.0000.7360.0000.6690.0000.6140.0000.5260.0000.4600.0000.3070.0001.1731.0204.001.0200.9070.8160.7420.6800.5830.5100.3401.1730.0001.0200.0004.001.0200.0000.9070.0000.8160.0000.7420.0000.6800.0000.5830.0000.5100.0000.3400.0001.2321.0714.201.1251.0000.9000.8180.7500.6430.5620.3751.2320.0001.0710.0004.201.1250.0001.0000.0000.9000.0000.8180.0000.7500.0000.6430.0000.5620.0000.3750.0001.2901.1224.401.2341.0970.9870.8980.8230.7050.6170.4111.2900.0001.1220.0004.401.2340.0001.0970.0000.9870.0000.8980.0000.8230.0000.7050.0000.6170.0000.4110.0001.3491.1734.601.3491.1991.0790.9810.8990.7710.6740.4501.3490.0001.1730.0004.601.3490.0001.1990.0001.0790.0000.9810.0000.8990.0000.7710.0000.6740.0000.4500.0001.4081.2244.801.4691.3061.1751.0680.9790.8390.7340.4901.4080.0001.2240.0004.801.4690.0001.3060.0001.1750.0001.0680.0000.9790.0000.8390.0000.7340.0000.4900.0001.4661.2755.001.5941.4171.2751.1591.0630.9110.7970.5311.4660.0001.2750.0005.001.5940.0001.4170.0001.2750.0001.1590.0001.0630.0000.9110.0000.7970.0000.5310.0001.5251.3265.201.7241.5321.3791.2541.1490.9850.8620.5751.5250.0001.3260.0005.201.7240.0001.5320.0001.3790.0001.2540.0001.1490.0000.9850.0000.8620.0000.5750.0001.5841.3775.401.8591.6521.4871.3521.2391.0620.9290.6201.5840.0001.3770.0005.401.8590.0001.6520.0001.4870.0001.3520.0001.2390.0001.0620.0000.9290.0000.6200.0001.6421.4285.601.9991.7771.5991.4541.3331.1421.0000.6661.6420.0001.4280.0005.601.9990.0001.7770.0001.5990.0001.4540.0001.3330.0001.1420.0001.0000.0000.6660.0001.7011.4795.802.1451.9061.7161.5601.4301.2251.0720.7151.7010.0001.4790.0005.802.1450.0001.9060.0001.7160.0001.5600.0001.4300.0001.2250.0001.0720.0000.7150.0001.7601.5306.002.2952.0401.8361.6691.5301.3111.1480.7651.7600.0001.5300.0006.002.2950.0002.0400.0001.8360.0001.6690.0001.5300.0001.3110.0001.1480.0000.7650.0001.8181.5816.202.4512.1781.9601.7821.6341.4001.2250.8171.8180.0001.5810.0006.202.4510.0002.1780.0001.9600.0001.7820.0001.6340.0001.4000.0001.2250.0000.8170.0001.8771.6326.402.6112.3212.0891.8991.7411.4921.3060.8701.8770.0001.6320.0006.402.6110.0002.3210.0002.0890.0001.8990.0001.7410.0001.4920.0001.3060.0000.8700.0001.9351.6836.602.7772.4682.2222.0201.8511.5871.3880.9261.9350.0001.6830.0006.602.7770.0002.4680.0002.2220.0002.0200.0001.8510.0001.5870.0001.3880.0000.9260.0001.9941.7346.802.9482.6202.3582.1441.9651.6841.4740.9831.9940.0001.7340.0006.802.9480.0002.6200.0002.3580.0002.1440.0001.9650.0001.6840.0001.4740.0000.9830.0002.0531.7857.003.1242.7772.4992.2722.0831.7851.5621.0412.0530.0001.7850.0007.003.1240.0002.7770.0002.4990.0002.2720.0002.0830.0001.7850.0001.5620.0001.0410.000E.-VARIOSE.-VARIOSSobrecarga0.500Tn/m2Sobrecarga0.500Tn/m2Wu =0.582Tn/m2(No inc. 0,1 Tn/m2 de albaileria)Wu =0.582Tn/m2(No inc. 0,1 Tn/m2 de albaileria)VuLUZMuVuLUZMuV1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24Verif0.6690.5822.000.2910.2590.2330.2120.1940.1660.1460.0970.6690.0000.5820.0002.000.2910.0000.2590.0000.2330.0000.2120.0000.1940.0000.1660.0000.1460.0000.0970.0000.7360.6402.200.3520.3130.2820.2560.2350.2010.1760.1170.7360.0000.6400.0002.200.3520.0000.3130.0000.2820.0000.2560.0000.2350.0000.2010.0000.1760.0000.1170.0000.8030.6982.400.4190.3720.3350.3050.2790.2390.2100.1400.8030.0000.6980.0002.400.4190.0000.3720.0000.3350.0000.3050.0000.2790.0000.2390.0000.2100.0000.1400.0000.8700.7572.600.4920.4370.3930.3580.3280.2810.2460.1640.8700.0000.7570.0002.600.4920.0000.4370.0000.3930.0000.3580.0000.3280.0000.2810.0000.2460.0000.1640.0000.9370.8152.800.5700.5070.4560.4150.3800.3260.2850.1900.9370.0000.8150.0002.800.5700.0000.5070.0000.4560.0000.4150.0000.3800.0000.3260.0000.2850.0000.1900.0001.0040.8733.000.6550.5820.5240.4760.4370.3740.3270.2181.0040.0000.8730.0003.000.6550.0000.5820.0000.5240.0000.4760.0000.4370.0000.3740.0000.3270.0000.2180.0001.0710.9313.200.7450.6620.5960.5420.4970.4260.3720.2481.0710.0000.9310.0003.200.7450.0000.6620.0000.5960.0000.5420.0000.4970.0000.4260.0000.3720.0000.2480.0001.1380.9893.400.8410.7480.6730.6120.5610.4810.4200.2801.1380.0000.9890.0003.400.8410.0000.7480.0000.6730.0000.6120.0000.5610.0000.4810.0000.4200.0000.2800.0001.2051.0483.600.9430.8380.7540.6860.6290.5390.4710.3141.2050.0001.0480.0003.600.9430.0000.8380.0000.7540.0000.6860.0000.6290.0000.5390.0000.4710.0000.3140.0001.2721.1063.801.0510.9340.8400.7640.7000.6000.5250.3501.2720.0001.1060.0003.801.0510.0000.9340.0000.8400.0000.7640.0000.7000.0000.6000.0000.5250.0000.3500.0001.3391.1644.001.1641.0350.9310.8470.7760.6650.5820.3881.3390.0001.1640.0004.001.1640.0001.0350.0000.9310.0000.8470.0000.7760.0000.6650.0000.5820.0000.3880.0001.4061.2224.201.2831.1411.0270.9330.8560.7330.6420.4281.4060.0001.2220.0004.201.2830.0001.1410.0001.0270.0000.9330.0000.8560.0000.7330.0000.6420.0000.4280.0001.4721.2804.401.4081.2521.1271.0240.9390.8050.7040.4691.4720.0001.2800.0004.401.4080.0001.2520.0001.1270.0001.0240.0000.9390.0000.8050.0000.7040.0000.4690.0001.5391.3394.601.5391.3681.2321.1201.0260.8800.7700.5131.5390.0001.3390.0004.601.5390.0001.3680.0001.2320.0001.1200.0001.0260.0000.8800.0000.7700.0000.5130.0001.6061.3974.801.6761.4901.3411.2191.1170.9580.8380.5591.6060.0001.3970.0004.801.6760.0001.4900.0001.3410.0001.2190.0001.1170.0000.9580.0000.8380.0000.5590.0001.6731.4555.001.8191.6171.4551.3231.2131.0390.9090.6061.6730.0001.4550.0005.001.8190.0001.6170.0001.4550.0001.3230.0001.2130.0001.0390.0000.9090.0000.6060.0001.7401.5135.201.9671.7491.5741.4311.3111.1240.9840.6561.7400.0001.5130.0005.201.9670.0001.7490.0001.5740.0001.4310.0001.3110.0001.1240.0000.9840.0000.6560.0001.8071.5715.402.1211.8861.6971.5431.4141.2121.0610.7071.8070.0001.5710.0005.402.1210.0001.8860.0001.6970.0001.5430.0001.4140.0001.2120.0001.0610.0000.7070.0001.8741.6305.602.2812.0281.8251.6591.5211.3041.1410.7601.8740.0001.6300.0005.602.2810.0002.0280.0001.8250.0001.6590.0001.5210.0001.3040.0001.1410.0000.7600.0001.9411.6885.802.4472.1751.9581.7801.6321.3981.2240.8161.9410.0001.6880.0005.802.4470.0002.1750.0001.9580.0001.7800.0001.6320.0001.3980.0001.2240.0000.8160.0002.0081.7466.002.6192.3282.0951.9051.7461.4971.3100.8732.0080.0001.7460.0006.002.6190.0002.3280.0002.0950.0001.9050.0001.7460.0001.4970.0001.3100.0000.8730.0002.0751.8046.202.7972.4862.2372.0341.8641.5981.3980.9322.0750.0001.8040.0006.202.7970.0002.4860.0002.2370.0002.0340.0001.8640.0001.5980.0001.3980.0000.9320.0002.1421.8626.402.9802.6492.3842.1671.9871.7031.4900.9932.1420.0001.8620.0006.402.9800.0002.6490.0002.3840.0002.1670.0001.9870.0001.7030.0001.4900.0000.9930.0002.2091.9216.603.1692.8172.5352.3052.1131.8111.5841.0562.2090.0001.9210.0006.603.1690.0002.8170.0002.5350.0002.3050.0002.1130.0001.8110.0001.5840.0001.0560.0002.2761.9796.803.3642.9902.6912.4472.2431.9221.6821.1212.2760.0001.9790.0006.803.3640.0002.9900.0002.6910.0002.4470.0002.2430.0001.9220.0001.6820.0001.1210.0002.3432.0377.003.5653.1692.8522.5932.3772.0371.7821.1882.3430.0002.0370.0007.003.5650.0003.1690.0002.8520.0002.5930.0002.3770.0002.0370.0001.7820.0001.1880.000

usuario:CONSIDERAR HASTA LUCES DE 5.00Musuario:CONSIDERAR EN LUCES MAYORES DE 5.50MSpacheco:cuando el area de acero es inferior al minimo arroja falso en distribucion de acero en viguetas de luces mayores

Evaluacion Alig.20HOJA DE VIGUETAS DE ALIGERADOSSeccin transversal de vigueta :MOM. RESIST. - f'c = 175 kg/cm2Nota.- Cuando las columnas V1 y V2 se presentan azul, significa que se necesita ensanche por corte exterior o interiormenteMOM. RESIST. f'c = 175 kg/cm2Nota.- Cuando las columnas V1 y V2 se presentan azul, significa que se necesita ensanche por corte exterior o interiormentebf (pulg) (cm)As (cm)ALIGERADOS DE 20 cms.FierroAsM+M-ALIGERADOS DE 20 cms.FierroAsM+M-PROP:PESO PROPIO DE LAS LOSAS ALIGERADAS1/4"0.640.311(3/8)0.7130.4780.4571(3/8)0.7130.397 Kg-m0.432 Kg-mELEMENTO:HLosa Alig.Peso PropioSegn el RNC3/8"0.950.711(1/2)1.2670.8400.7761(1/2)1.2670.706 Kg-m0.632 Kg-mNIVEL:tfCmKG/M2Kg/cm212mm0.801.132(3/8)1.4250.9420.8602(3/8)1.4250.794 Kg-m0.699 Kg-m17.00247.00280.001/2"1.271.273/8+1/21.9791.2941.1363/8+1/21.9791.103 Kg-m0.913 Kg-mVIGUETA DE SECCION CUALQUIERAh20.00284.00300.005/8"1.591.981(5/8)1.9791.2941.1361(5/8)1.9791.103 Kg-m0.913 Kg-mGEOMETRIA DE SECCION25.00345.00350.003/4"1.912.852(1/2)2.5341.6371.3792(1/2)2.5341.412 Kg-m1.093 Kg-mh =0.27/8"2.223.881/2+5/83.2462.0661.6441/2+5/83.2461.809 Kg-m1.277 Kg-mbf =0.4PESO DE LOSA ALIGERADA1"2.545.072(5/8)3.9592.4821.8532(5/8)3.9592.206 Kg-m1.406 Kg-mtf =0.05Para nuestra losa aligeradaVuLUZMuVuLUZMutw =0.1twsegn luzh =20.00cm4444V1V2(L)1/81/91/101/111/121/141/161/24V1V2(L)1/81/91/101/111/121/141/161/24d =0.1687HLosa Aligerada =h =20.00cmPeso de Losa Aligerada =300.00Kg/cm2MATERIAL DE LA SECCIONNumero de Viguetas por Mts =2.50Vig. / Mts.V1 = 1,15 x Wu x L/2 V2 = Wu x L/2 Mu = C x Wu x L2V1 = 1,15 x Wu x L/2 V2 = Wu x L/2 Mu = C x Wu x L2f'c =210 Kg/cm2ojocon factores amplif1.4001.500fy =4200 Kg/cm2Recubrimiento =2.50cm.0.025MPeso propio =0.30Tn/m2Peso propio =0.30Tn/m2no incl tabiqueriaAcero principal a usar =1/2"Piso + acab. =0.10Tn/m2Piso + acab. =0.10Tn/m2Dimetro acero principal - a usar =1.27Cm.0.013MTabiqueria. =0.12Tn/m2Fuerzas y Momentos Resistentes :d =16.87Cm.0.169MA.-AZOTEASA.-AZOTEASVerificacion de la SeccionSobrecarga0.150Tn/m2Sobrecarga0.150Tn/m2rb =0.02130.0Wu =0.348Tn/m2(No inc. 0,1 Tn/m2 de albaileria)Wu =0.348Tn/m2(No inc. 0,1 Tn/m2 de albaileria)rmax =0.01590.0VuLUZMuVuLUZMurmin =0.00240.0V1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24VerifOK0.00.4000.3482.000.1740.1550.1390.1270.1160.0990.0870.0580.4000.0000.3480.0002.000.1740.0000.1550.0000.1390.0000.127-0.0000.1160.0000.0990.0000.0870.0000.0580.0000.00.4400.3832.200.2110.1870.1680.1530.1400.1200.1050.0700.4400.0000.3830.0002.200.2110.0000.1870.0000.1680.0000.1530.0000.1400.0000.1200.0000.1050.0000.0700.000Momentos Maximos Resistentes:0.00.4800.4182.400.2510.2230.2000.1820.1670.1430.1250.0840.4800.0000.4180.0002.400.2510.0000.2230.0000.2000.0000.182-0.0000.1670.0000.1430.0000.1250.0000.0840.000Momentos Maximos :0.00.5200.4522.600.2940.2610.2350.2140.1960.1680.1470.0980.5200.0000.4520.0002.600.2940.0000.2610.0000.2350.0000.2140.0000.1960.0000.1680.0000.1470.0000.0980.000As max =7.225 cm20.00.5600.4872.800.3410.3030.2730.2480.2270.1950.1710.1140.5600.0000.4870.0002.800.3410.0000.3030.0000.2730.0000.2480.0000.2270.0000.1950.0000.1710.0000.1140.000Mu max ( + ) =4026.93 Kg-m=4.03 Ton-m-43.6970.6000.5223.000.3920.3480.3130.2850.2610.2240.1960.1310.6000.0000.5220.0003.000.3920.0000.3480.0000.3130.0000.2850.0000.2610.0000.2240.0000.1960.0000.1310.0000.00.6400.5573.200.4450.3960.3560.3240.2970.2550.2230.1480.6400.0000.5570.0003.200.4450.0000.3960.0000.3560.0000.3240.0000.2970.0000.2550.0000.2230.0000.1480.000As max =2.689 cm2-0.0250.6800.5923.400.5030.4470.4020.3660.3350.2870.2510.1680.6800.0000.5920.0003.400.5030.0000.4470.0000.4020.0000.3660.0000.3350.0000.2870.0000.2510.0000.1680.000Mu max ( - ) =1393.05 Kg-m=1.39 Ton-m-26.5490.7200.6263.600.5640.5010.4510.4100.3760.3220.2820.1880.7200.0000.6260.0003.600.5640.0000.5010.0000.4510.0000.4100.0000.3760.0000.3220.0000.2820.0000.1880.0000.00.7600.6613.800.6280.5580.5030.4570.4190.3590.3140.2090.7600.0000.6610.0003.800.6280.0000.5580.0000.5030.0000.4570.0000.4190.0000.3590.0000.3140.0000.2090.0000.00.8000.6964.000.6960.6190.5570.5060.4640.3980.3480.2320.8000.0000.6960.0004.000.6960.0000.6190.0000.5570.0000.5060.0000.4640.0000.3980.0000.3480.0000.2320.0000.00.8400.7314.200.7670.6820.6140.5580.5120.4380.3840.2560.8400.0000.7310.0004.200.7670.0000.6820.0000.6140.0000.5580.0000.5120.0000.4380.0000.3840.0000.2560.000Momentos Minimos :0.00.8800.7664.400.8420.7490.6740.6120.5610.4810.4210.2810.8800.0000.7660.0004.400.8420.0000.7490.0000.6740.0000.6120.0000.5610.0000.4810.0000.4210.0000.2810.000As min =0.407 cm2-0.0040.9200.8004.600.9200.8180.7360.6690.6140.5260.4600.3070.9200.0000.8000.0004.600.9200.0000.8180.0000.7360.0000.6690.0000.6140.0000.5260.0000.4600.0000.3070.000Mu min ( + ) =257.98 Kg-m0.26 Ton-m-4.9170.9600.8354.801.0020.8910.8020.7290.6680.5730.5010.3340.9600.0000.8350.0004.801.0020.0000.8910.0000.8020.0000.7290.0000.6680.0000.5730.0000.5010.0000.3340.0000.01.0010.8705.001.0880.9670.8700.7910.7250.6210.5440.3631.0010.0000.8700.0005.001.0880.0000.9670.0000.8700.0000.7910.0000.7250.0000.6210.0000.5440.0000.3630.000As min =0.407 cm2-0.0041.0410.9055.201.1761.0460.9410.8550.7840.6720.5880.3921.0410.0000.9050.0005.201.1760.0001.0460.0000.9410.0000.8550.0000.7840.0000.6720.0000.5880.0000.3920.000Mu min ( - ) =252.44187821210.25 Ton-m-4.8111.0810.9405.401.2681.1281.0150.9230.8460.7250.6340.4231.0810.0000.9400.0005.401.2680.0001.1280.0001.0150.0000.9230.0000.8460.0000.7250.0000.6340.0000.4230.0000.01.1210.9745.601.3641.2131.0910.9920.9090.7800.6820.4551.1210.0000.9740.0005.601.3640.0001.2130.0001.0910.0000.9920.0000.9090.0000.7800.0000.6820.0000.4550.0000.01.1611.0095.801.4631.3011.1711.0640.9760.8360.7320.4881.1610.0001.0090.0005.801.4630.0001.3010.0001.1710.0001.0640.0000.9760.0000.8360.0000.7320.0000.4880.000Fuerza Cortante Maxima Resistente :0.01.2011.0446.001.5661.3921.2531.1391.0440.8950.7830.5221.2010.0001.0440.0006.001.5660.0001.3920.0001.2530.0001.1390.0001.0440.0000.8950.0000.7830.0000.5220.000nu max =7.18 Kg/cm20.01.2411.0796.201.6721.4861.3381.2161.1150.9560.8360.5571.2410.0001.0790.0006.201.6720.0001.4860.0001.3380.0001.2160.0001.1150.0000.9560.0000.8360.0000.5570.000Vu resistente =1211.47 Kg-11.4901.2811.1146.401.7821.5841.4251.2961.1881.0180.8910.5941.2810.0001.1140.0006.401.7820.0001.5840.0001.4250.0001.2960.0001.1880.0001.0180.0000.8910.0000.5940.0001.3211.1486.601.8951.6841.5161.3781.2631.0830.9470.6321.3210.0001.1480.0006.601.8950.0001.6840.0001.5160.0001.3780.0001.2630.0001.0830.0000.9470.0000.6320.0001.3611.1836.802.0111.7881.6091.4631.3411.1491.0060.6701.3610.0001.1830.0006.802.0110.0001.7880.0001.6090.0001.4630.0001.3410.0001.1490.0001.0060.0000.6700.0001.4011.2187.002.1321.8951.7051.5501.4211.2181.0660.7111.4010.0001.2180.0007.002.1320.0001.8950.0001.7050.0001.5500.0001.4210.0001.2180.0001.0660.0000.7110.000B.-VIVIENDASB.-VIVIENDASSobrecarga0.200Tn/m2Sobrecarga0.200Tn/m2Wu =0.444Tn/m2(Inc. 0,1 Tn/m2 de albaileria)Wu =0.444Tn/m2(No inc. 0,1 Tn/m2 de albaileria)VuLUZMuVuLUZMuV1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24VerifOK0.5110.4442.000.2220.1970.1780.1610.1480.1270.1110.0740.5110.0000.4440.0002.000.2220.0000.1970.0000.1780.0000.1610.0000.1480.0000.1270.0000.1110.0000.0740.0000.5620.4882.200.2690.2390.2150.1950.1790.1530.1340.0900.5620.0000.4880.0002.200.2690.0000.2390.0000.2150.0000.1950.0000.1790.0000.1530.0000.1340.0000.0900.0000.6130.5332.400.3200.2840.2560.2320.2130.1830.1600.1070.6130.0000.5330.0002.400.3200.0000.2840.0000.2560.0000.2320.0000.2130.0000.1830.0000.1600.0000.1070.0000.6640.5772.600.3750.3330.3000.2730.2500.2140.1880.1250.6640.0000.5770.0002.600.3750.0000.3330.0000.3000.0000.2730.0000.2500.0000.2140.0000.1880.0000.1250.0000.7150.6222.800.4350.3870.3480.3160.2900.2490.2180.1450.7150.0000.6220.0002.800.4350.0000.3870.0000.3480.0000.3160.0000.2900.0000.2490.0000.2180.0000.1450.0000.7660.6663.000.5000.4440.4000.3630.3330.2850.2500.1670.7660.0000.6660.0003.000.5000.0000.4440.0000.4000.0000.3630.0000.3330.0000.2850.0000.2500.0000.1670.0000.8170.7103.200.5680.5050.4550.4130.3790.3250.2840.1890.8170.0000.7100.0003.200.5680.0000.5050.0000.4550.0000.4130.0000.3790.0000.3250.0000.2840.0000.1890.0000.8680.7553.400.6420.5700.5130.4670.4280.3670.3210.2140.8680.0000.7550.0003.400.6420.0000.5700.0000.5130.0000.4670.0000.4280.0000.3670.0000.3210.0000.2140.0000.9190.7993.600.7190.6390.5750.5230.4800.4110.3600.2400.9190.0000.7990.0003.600.7190.0000.6390.0000.5750.0000.5230.0000.4800.0000.4110.0000.3600.0000.2400.0000.9700.8443.800.8010.7120.6410.5830.5340.4580.4010.2670.9700.0000.8440.0003.800.8010.0000.7120.0000.6410.0000.5830.0000.5340.0000.4580.0000.4010.0000.2670.0001.0210.8884.000.8880.7890.7100.6460.5920.5070.4440.2961.0210.0000.8880.0004.000.8880.0000.7890.0000.7100.0000.6460.0000.5920.0000.5070.0000.4440.0000.2960.0001.0720.9324.200.9790.8700.7830.7120.6530.5590.4900.3261.0720.0000.9320.0004.200.9790.0000.8700.0000.7830.0000.7120.0000.6530.0000.5590.0000.4900.0000.3260.0001.1230.9774.401.0740.9550.8600.7810.7160.6140.5370.3581.1230.0000.9770.0004.401.0740.0000.9550.0000.8600.0000.7810.0000.7160.0000.6140.0000.5370.0000.3580.0001.1741.0214.601.1741.0440.9400.8540.7830.6710.5870.3911.1740.0001.0210.0004.601.1740.0001.0440.0000.9400.0000.8540.0000.7830.0000.6710.0000.5870.0000.3910.0001.2251.0664.801.2791.1371.0230.9300.8520.7310.6390.4261.2250.0001.0660.0004.801.2790.0001.1370.0001.0230.0000.9300.0000.8520.0000.7310.0000.6390.0000.4260.0001.2771.1105.001.3881.2331.1101.0090.9250.7930.6940.4631.2770.0001.1100.0005.001.3880.0001.2330.0001.1100.0001.0090.0000.9250.0000.7930.0000.6940.0000.4630.0001.3281.1545.201.5011.3341.2011.0911.0000.8580.7500.5001.3280.0001.1540.0005.201.5010.0001.3340.0001.2010.0001.0910.0001.0000.0000.8580.0000.7500.0000.5000.0001.3791.1995.401.6181.4391.2951.1771.0790.9250.8090.5391.3790.0001.1990.0005.401.6180.0001.4390.0001.2950.0001.1770.0001.0790.0000.9250.0000.8090.0000.5390.0001.4301.2435.601.7401.5471.3921.2661.1600.9950.8700.5801.4300.0001.2430.0005.601.7400.0001.5470.0001.3920.0001.2660.0001.1600.0000.9950.0000.8700.0000.5800.0001.4811.2885.801.8671.6601.4941.3581.2451.0670.9340.6221.4810.0001.2880.0005.801.8670.0001.6600.0001.4940.0001.3580.0001.2450.0001.0670.0000.9340.0000.6220.0001.5321.3326.001.9981.7761.5981.4531.3321.1420.9990.6661.5320.0001.3320.0006.001.9980.0001.7760.0001.5980.0001.4530.0001.3320.0001.1420.0000.9990.0000.6660.0001.5831.3766.202.1331.8961.7071.5521.4221.2191.0670.7111.5830.0001.3760.0006.202.1330.0001.8960.0001.7070.0001.5520.0001.4220.0001.2190.0001.0670.0000.7110.0001.6341.4216.402.2732.0211.8191.6531.5161.2991.1370.7581.6340.0001.4210.0006.402.2730.0002.0210.0001.8190.0001.6530.0001.5160.0001.2990.0001.1370.0000.7580.0001.6851.4656.602.4182.1491.9341.7581.6121.3811.2090.8061.6850.0001.4650.0006.602.4180.0002.1490.0001.9340.0001.7580.0001.6120.0001.3810.0001.2090.0000.8060.0001.7361.5106.802.5662.2812.0531.8661.7111.4661.2830.8551.7360.0001.5100.0006.802.5660.0002.2810.0002.0530.0001.8660.0001.7110.0001.4660.0001.2830.0000.8550.0001.7871.5547.002.7202.4172.1761.9781.8131.5541.3600.9071.7870.0001.5540.0007.002.7200.0002.4170.0002.1760.0001.9780.0001.8130.0001.5540.0001.3600.0000.9070.000C.-VARIOSC.-VARIOSSobrecarga0.300Tn/m2Sobrecarga0.300Tn/m2Wu =0.456Tn/m2(No inc. 0,1 Tn/m2 de albaileria)Wu =0.456Tn/m2(No inc. 0,1 Tn/m2 de albaileria)VuLUZMuVuLUZMuV1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24Verif0.5240.4562.000.2280.2030.1820.1660.1520.1300.1140.0760.5240.0000.4560.0002.000.2280.0000.2030.0000.1820.0000.1660.0000.1520.0000.1300.0000.1140.0000.0760.0000.5770.5022.200.2760.2450.2210.2010.1840.1580.1380.0920.5770.0000.5020.0002.200.2760.0000.2450.0000.2210.0000.2010.0000.1840.0000.1580.0000.1380.0000.0920.0000.6290.5472.400.3280.2920.2630.2390.2190.1880.1640.1090.6290.0000.5470.0002.400.3280.0000.2920.0000.2630.0000.2390.0000.2190.0000.1880.0000.1640.0000.1090.0000.6820.5932.600.3850.3430.3080.2800.2570.2200.1930.1280.6820.0000.5930.0002.600.3850.0000.3430.0000.3080.0000.2800.0000.2570.0000.2200.0000.1930.0000.1280.0000.7340.6382.800.4470.3970.3580.3250.2980.2550.2230.1490.7340.0000.6380.0002.800.4470.0000.3970.0000.3580.0000.3250.0000.2980.0000.2550.0000.2230.0000.1490.0000.7870.6843.000.5130.4560.4100.3730.3420.2930.2570.1710.7870.0000.6840.0003.000.5130.0000.4560.0000.4100.0000.3730.0000.3420.0000.2930.0000.2570.0000.1710.0000.8390.7303.200.5840.5190.4670.4240.3890.3340.2920.1950.8390.0000.7300.0003.200.5840.0000.5190.0000.4670.0000.4240.0000.3890.0000.3340.0000.2920.0000.1950.0000.8910.7753.400.6590.5860.5270.4790.4390.3770.3290.2200.8910.0000.7750.0003.400.6590.0000.5860.0000.5270.0000.4790.0000.4390.0000.3770.0000.3290.0000.2200.0000.9440.8213.600.7390.6570.5910.5370.4920.4220.3690.2460.9440.0000.8210.0003.600.7390.0000.6570.0000.5910.0000.5370.0000.4920.0000.4220.0000.3690.0000.2460.0000.9960.8663.800.8230.7320.6580.5990.5490.4700.4120.2740.9960.0000.8660.0003.800.8230.0000.7320.0000.6580.0000.5990.0000.5490.0000.4700.0000.4120.0000.2740.0001.0490.9124.000.9120.8110.7300.6630.6080.5210.4560.3041.0490.0000.9120.0004.000.9120.0000.8110.0000.7300.0000.6630.0000.6080.0000.5210.0000.4560.0000.3040.0001.1010.9584.201.0050.8940.8040.7310.6700.5750.5030.3351.1010.0000.9580.0004.201.0050.0000.8940.0000.8040.0000.7310.0000.6700.0000.5750.0000.5030.0000.3350.0001.1541.0034.401.1040.9810.8830.8030.7360.6310.5520.3681.1540.0001.0030.0004.401.1040.0000.9810.0000.8830.0000.8030.0000.7360.0000.6310.0000.5520.0000.3680.0001.2061.0494.601.2061.0720.9650.8770.8040.6890.6030.4021.2060.0001.0490.0004.601.2060.0001.0720.0000.9650.0000.8770.0000.8040.0000.6890.0000.6030.0000.4020.0001.2591.0944.801.3131.1671.0510.9550.8760.7500.6570.4381.2590.0001.0940.0004.801.3130.0001.1670.0001.0510.0000.9550.0000.8760.0000.7500.0000.6570.0000.4380.0001.3111.1405.001.4251.2671.1401.0360.9500.8140.7130.4751.3110.0001.1400.0005.001.4250.0001.2670.0001.1400.0001.0360.0000.9500.0000.8140.0000.7130.0000.4750.0001.3631.1865.201.5411.3701.2331.1211.0280.8810.7710.5141.3630.0001.1860.0005.201.5410.0001.3700.0001.2330.0001.1210.0001.0280.0000.8810.0000.7710.0000.5140.0001.4161.2315.401.6621.4771.3301.2091.1080.9500.8310.5541.4160.0001.2310.0005.401.6620.0001.4770.0001.3300.0001.2090.0001.1080.0000.9500.0000.8310.0000.5540.0001.4681.2775.601.7881.5891.4301.3001.1921.0210.8940.5961.4680.0001.2770.0005.601.7880.0001.5890.0001.4300.0001.3000.0001.1920.0001.0210.0000.8940.0000.5960.0001.5211.3225.801.9171.7041.5341.3951.2781.0960.9590.6391.5210.0001.3220.0005.801.9170.0001.7040.0001.5340.0001.3950.0001.2780.0001.0960.0000.9590.0000.6390.0001.5731.3686.002.0521.8241.6421.4921.3681.1731.0260.6841.5730.0001.3680.0006.002.0520.0001.8240.0001.6420.0001.4920.0001.3680.0001.1730.0001.0260.0000.6840.0001.6261.4146.202.1911.9481.7531.5941.4611.2521.0960.7301.6260.0001.4140.0006.202.1910.0001.9480.0001.7530.0001.5940.0001.4610.0001.2520.0001.0960.0000.7300.0001.6781.4596.402.3352.0751.8681.6981.5561.3341.1670.7781.6780.0001.4590.0006.402.3350.0002.0750.0001.8680.0001.6980.0001.5560.0001.3340.0001.1670.0000.7780.0001.7311.5056.602.4832.2071.9861.8061.6551.4191.2410.8281.7310.0001.5050.0006.602.4830.0002.2070.0001.9860.0001.8060.0001.6550.0001.4190.0001.2410.0000.8280.0001.7831.5506.802.6362.3432.1091.9171.7571.5061.3180.8791.7830.0001.5500.0006.802.6360.0002.3430.0002.1090.0001.9170.0001.7570.0001.5060.0001.3180.0000.8790.0001.8351.5967.002.7932.4832.2342.0311.8621.5961.3970.9311.8350.0001.5960.0007.002.7930.0002.4830.0002.2340.0002.0310.0001.8620.0001.5960.0001.3970.0000.9310.000D.-VARIOSD.-VARIOSSobrecarga0.400Tn/m2Sobrecarga0.400Tn/m2Wu =0.528Tn/m2(No inc. 0,1 Tn/m2 de albaileria)Wu =0.528Tn/m2(No inc. 0,1 Tn/m2 de albaileria)VuLUZMuVuLUZMuV1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24Verif0.6070.5282.000.2640.2350.2110.1920.1760.1510.1320.0880.6070.0000.5280.0002.000.2640.0000.2350.0000.2110.0000.1920.0000.1760.0000.1510.0000.1320.0000.0880.0000.6680.5812.200.3190.2840.2560.2320.2130.1830.1600.1060.6680.0000.5810.0002.200.3190.0000.2840.0000.2560.0000.2320.0000.2130.0000.1830.0000.1600.0000.1060.0000.7290.6342.400.3800.3380.3040.2760.2530.2170.1900.1270.7290.0000.6340.0002.400.3800.0000.3380.0000.3040.0000.2760.0000.2530.0000.2170.0000.1900.0000.1270.0000.7890.6862.600.4460.3970.3570.3240.2970.2550.2230.1490.7890.0000.6860.0002.600.4460.0000.3970.0000.3570.0000.3240.0000.2970.0000.2550.0000.2230.0000.1490.0000.8500.7392.800.5170.4600.4140.3760.3450.2960.2590.1720.8500.0000.7390.0002.800.5170.0000.4600.0000.4140.0000.3760.0000.3450.0000.2960.0000.2590.0000.1720.0000.9110.7923.000.5940.5280.4750.4320.3960.3390.2970.1980.9110.0000.7920.0003.000.5940.0000.5280.0000.4750.0000.4320.0000.3960.0000.3390.0000.2970.0000.1980.0000.9720.8453.200.6760.6010.5410.4920.4510.3860.3380.2250.9720.0000.8450.0003.200.6760.0000.6010.0000.5410.0000.4920.0000.4510.0000.3860.0000.3380.0000.2250.0001.0320.8983.400.7630.6780.6100.5550.5090.4360.3810.2541.0320.0000.8980.0003.400.7630.0000.6780.0000.6100.0000.5550.0000.5090.0000.4360.0000.3810.0000.2540.0001.0930.9503.600.8550.7600.6840.6220.5700.4890.4280.2851.0930.0000.9500.0003.600.8550.0000.7600.0000.6840.0000.6220.0000.5700.0000.4890.0000.4280.0000.2850.0001.1541.0033.800.9530.8470.7620.6930.6350.5450.4770.3181.1540.0001.0030.0003.800.9530.0000.8470.0000.7620.0000.6930.0000.6350.0000.5450.0000.4770.0000.3180.0001.2141.0564.001.0560.9390.8450.7680.7040.6030.5280.3521.2140.0001.0560.0004.001.0560.0000.9390.0000.8450.0000.7680.0000.7040.0000.6030.0000.5280.0000.3520.0001.2751.1094.201.1641.0350.9310.8470.7760.6650.5820.3881.2750.0001.1090.0004.201.1640.0001.0350.0000.9310.0000.8470.0000.7760.0000.6650.0000.5820.0000.3880.0001.3361.1624.401.2781.1361.0220.9290.8520.7300.6390.4261.3360.0001.1620.0004.401.2780.0001.1360.0001.0220.0000.9290.0000.8520.0000.7300.0000.6390.0000.4260.0001.3971.2144.601.3971.2411.1171.0160.9310.7980.6980.4661.3970.0001.2140.0004.601.3970.0001.2410.0001.1170.0001.0160.0000.9310.0000.7980.0000.6980.0000.4660.0001.4571.2674.801.5211.3521.2171.1061.0140.8690.7600.5071.4570.0001.2670.0004.801.5210.0001.3520.0001.2170.0001.1060.0001.0140.0000.8690.0000.7600.0000.5070.0001.5181.3205.001.6501.4671.3201.2001.1000.9430.8250.5501.5180.0001.3200.0005.001.6500.0001.4670.0001.3200.0001.2000.0001.1000.0000.9430.0000.8250.0000.5500.0001.5791.3735.201.7851.5861.4281.2981.1901.0200.8920.5951.5790.0001.3730.0005.201.7850.0001.5860.0001.4280.0001.2980.0001.1900.0001.0200.0000.8920.0000.5950.0001.6391.4265.401.9251.7111.5401.4001.2831.1000.9620.6421.6390.0001.4260.0005.401.9250.0001.7110.0001.5400.0001.4000.0001.2830.0001.1000.0000.9620.0000.6420.0001.7001.4785.602.0701.8401.6561.5051.3801.1831.0350.6901.7000.0001.4780.0005.602.0700.0001.8400.0001.6560.0001.5050.0001.3800.0001.1830.0001.0350.0000.6900.0001.7611.5315.802.2201.9741.7761.6151.4801.2691.1100.7401.7610.0001.5310.0005.802.2200.0001.9740.0001.7760.0001.6150.0001.4800.0001.2690.0001.1100.0000.7400.0001.8221.5846.002.3762.1121.9011.7281.5841.3581.1880.7921.8220.0001.5840.0006.002.3760.0002.1120.0001.9010.0001.7280.0001.5840.0001.3580.0001.1880.0000.7920.0001.8821.6376.202.5372.2552.0301.8451.6911.4501.2690.8461.8820.0001.6370.0006.202.5370.0002.2550.0002.0300.0001.8450.0001.6910.0001.4500.0001.2690.0000.8460.0001.9431.6906.402.7032.4032.1631.9661.8021.5451.3520.9011.9430.0001.6900.0006.402.7030.0002.4030.0002.1630.0001.9660.0001.8020.0001.5450.0001.3520.0000.9010.0002.0041.7426.602.8752.5562.3002.0911.9171.6431.4370.9582.0040.0001.7420.0006.602.8750.0002.5560.0002.3000.0002.0910.0001.9170.0001.6430.0001.4370.0000.9580.0002.0641.7956.803.0522.7132.4412.2202.0351.7441.5261.0172.0640.0001.7950.0006.803.0520.0002.7130.0002.4410.0002.2200.0002.0350.0001.7440.0001.5260.0001.0170.0002.1251.8487.003.2342.8752.5872.3522.1561.8481.6171.0782.1250.0001.8480.0007.003.2340.0002.8750.0002.5870.0002.3520.0002.1560.0001.8480.0001.6170.0001.0780.000E.-VARIOSE.-VARIOSSobrecarga0.500Tn/m2Sobrecarga0.500Tn/m2Wu =0.600Tn/m2(No inc. 0,1 Tn/m2 de albaileria)Wu =0.600Tn/m2(No inc. 0,1 Tn/m2 de albaileria)VuLUZMuVuLUZMuV1V2(L)1/81/91/101/111/121/141/161/24V1VerifV2Verif(L)1/8Verif1/9Verif1/10Verif1/11Verif1/12Verif1/14Verif1/16Verif1/24Verif0.6900.6002.000.3000.2670.2400.2180.2000.1710.1500.1000.6900.0000.6000.0002.000.3000.0000.2670.0000.2400.0000.2180.0000.2000.0000.1710.0000.1500.0000.1000.0000.7590.6602.200.3630.3230.2900.2640.2420.2070.1820.1210.7590.0000.6600.0002.200.3630.0000.3230.0000.2900.0000.2640.0000.2420.0000.2070.0000.1820.0000.1210.0000.8280.7202.400.4320.3840.3460.3140.2880.2470.2160.1440.8280.0000.7200.0002.400.4320.0000.3840.0000.3460.0000.3140.0000.2880.0000.2470.0000.2160.0000.1440.0000.8970.7802.600.5070.4510.4060.3690.3380.2900.2540.1690.8970.0000.7800.0002.600.5070.0000.4510.0000.4060.0000.3690.0000.3380.0000.2900.0000.2540.0000.1690.0000.9660.8402.800.5880.5230.4700.4280.3920.3360.2940.1960.9660.0000.8400.0002.800.5880.0000.5230.0000.4700.0000.4280.0000.3920.0000.3360.0000.2940.0000.1960.0001.0350.9003.000.6750.6000.5400.4910.4500.3860.3380.2251.0350.0000.9000.0003.000.6750.0000.6000.0000.5400.0000.4910.0000.4500.0000.3860.0000.3380.0000.2250.0001.1040.9603.200.7680.6830.6140.5590.5120.4390.3840.2561.1040.0000.9600.0003.200.7680.0000.6830.0000.6140.0000.5590.0000.5120.0000.4390.0000.3840.0000.2560.0001.1731.0203.400.8670.7710.6940.6310.5780.4950.4340.2891.1730.0001.0200.0003.400.8670.0000.7710.0000.6940.0000.6310.0000.5780.0000.4950.0000.4340.0000.2890.0001.2421.0803.600.9720.8640.7780.7070.6480.5550.4860.3241.2420.0001.0800.0003.600.9720.0000.8640.0000.7780.0000.7070.0000.6480.0000.5550.0000.4860.0000.3240.0001.3111.1403.801.0830.9630.8660.7880.7220.6190.5420.3611.3110.0001.1400.0003.801.0830.0000.9630.0000.8660.0000.7880.0000.7220.0000.6190.0000.5420.0000.3610.0001.3801.2004.001.2001.0670.9600.8730.8000.6860.6000.4001.3800.0001.2000.0004.001.2000.0001.0670.0000.9600.0000.8730.0000.8000.0000.6860.0000.6000.0000.4000.0001.4491.2604.201.3231.1761.0580.9620.8820.7560.6620.4411.4490.0001.2600.0004.201.3230.0001.1760.0001.0580.0000.9620.0000.8820.0000.7560.0000.6620.0000.4410.0001.5181.3204.401.4521.2911.1621.0560.9680.8300.7260.4841.5180.0001.3200.0004.401.4520.0001.2910.0001.1620.0001.0560.0000.9680.0000.8300.0000.7260.0000.4840.0001.5871.3804.601.5871.4111.2701.1541.0580.9070.7940.5291.5870.0001.3800.0004.601.5870.0001.4110.0001.2700.0001.1540.0001.0580.0000.9070.0000.7940.0000.5290.0001.6561.4404.801.7281.5361.3821.2571.1520.9870.8640.5761.6560.0001.4400.0004.801.7280.0001.5360.0001.3820.0001.2570.0001.1520.0000.9870.0000.8640.0000.5760.0001.7251.5005.001.8751.6671.5001.3641.2501.0710.9380.6251.7250.0001.5000.0005.001.8750.0001.6670.0001.5000.0001.3640.0001.2500.0001.0710.0000.9380.0000.6250.0001.7941.5605.202.0281.8031.6221.4751.3521.1591.0140.6761.7940.0001.5600.0005.202.0280.0001.8030.0001.6220.0001.4750.0001.3520.0001.1590.0001.0140.0000.6760.0001.8631.6205.402.1871.9441.7501.5911.4581.2501.0940.7291.8630.0001.6200.0005.402.1870.0001.9440.0001.7500.0001.5910.0001.4580.0001.2500.0001.0940.0000.7290.0001.9321.6805.602.3522.0911.8821.7111.5681.3441.1760.7841.9320.0001.6800.0005.602.3520.0002.0910.0001.8820.0001.7110.0001.5680.0001.3440.0001.1760.0000.7840.0002.0011.7405.802.5232.2432.0181.8351.6821.4421.2620.8412.0010.0001.7400.0005.802.5230.0002.2430.0002.0180.0001.8350.0001.6820.0001.4420.0001.2620.0000.8410.0002.0701.8006.002.7002.4002.1601.9641.8001.5431.3500.9002.0700.0001.8000.0006.002.7000.0002.4000.0002.1600.0001.9640.0001.8000.0001.5430.0001.3500.0000.9000.0002.1391.8606.202.8832.5632.3062.0971.9221.6471.4420.9612.1390.0001.8600.0006.202.8830.0002.5630.0002.3060.0002.0970.0001.9220.0001.6470.0001.4420.0000.9610.0002.2081.9206.403.0722.7312.4582.2342.0481.7551.5361.0242.2080.0001.9200.0006.403.0720.0002.7310.0002.4580.0002.2340.0002.0480.0001.7550.0001.5360.0001.0240.0002.2771.9806.603.2672.9042.6142.3762.1781.8671.6341.0892.2770.0001.9800.0006.603.2670.0002.9040.0002.6140.0002.3760.0002.1780.0001.8670.0001.6340.0001.0890.0002.3462.0406.803.4683.0832.7742.5222.3121.9821.7341.1562.3460.0002.0400.0006.803.4680.0003.0830.0002.7740.0002.5220.0002.3120.0001.9820.0001.7340.0001.1560.0002.4152.1007.003.6753.2672.9402.6732.4502.1001.8381.2252.4150.0002.1000.0007.003.6750.0003.2670.0002.9400.0002.6730.0002.4500.0002.1000.0001.8380.0001.2250.000

usuario:CONSIDERAR HASTA LUCES DE 5.00Musuario:CONSIDERAR EN LUCES MAYORES DE 5.50MSpacheco:cuando el area de acero es inferior al minimo arroja falso en distribucion de acero en viguetas de luces mayores

Metrado Losa Alig.METRADO DE CARGASPESO DE LOSAS ALIGERADASPARA LOSA ALIGERADA DEPESO DE LOSAS ALIGERADASH=LadrilloPeso PropioRNC(H - 0.05)KG/M20.17247.00280.000.20284.00300.000.25345.00350.00para losa de H=0.25mpeso de ladrillo=10.50kgh de ladrillo=0.20peso de losa aligerada/m2peso concreto parte superior=0.05x1.00x1.00x2,400.00=120kg/m2peso concreto viguetas(2.5unid)=0.20x0.10x1.00x2,400.00=120kg/m2peso ladrillo hueco=4x2.5x10.50=105kg/m2peso de losa aligerada/m2345kg/m2para losa de H=0.20mpeso de ladrillo=7.40kgh de ladrillo=0.15peso de losa aligerada/m2peso concreto parte superior=0.05x1.00x1.00x2,400.00=120kg/m2peso concreto viguetas(2.5unid)=0.15x0.10x1.00x2,400.00=90kg/m2peso ladrillo hueco=4x2.5x7.40=74kg/m2peso de losa aligerada/m2284kg/m2para losa de H=0.17mpeso de ladrillo=5.50kgh de ladrillo=0.12peso de losa aligerada/m2peso concreto parte superior=0.05x1.00x1.00x2,400.00=120kg/m2peso concreto viguetas(2.5unid)=0.12x0.10x1.00x2,400.00=72kg/m2peso ladrillo hueco=4x2.5x5.50=55kg/m2peso de losa aligerada/m2247kg/m2PREDIMENSIONADO DE LOSAS ALIGERADASSegn el nuevo Reglamento Peruano de Concreto Armado en su articulo 10.1.1. respecto a peraltes minimos para no verificar deflexiones: dice en el articulo 10.4.1.1: En losas aligeradas continuas conformadas por viguetas de 10 cm de ancho, bloques de ladrillo de 30cm de ancho y losas superior de 5cm, con sobrecargas menores a 300kg/m2 y luces de 7.5m, cuando se cumple que: h> o = L/25

usuario:CONSIDERAR HASTA LUCES DE 5.00Musuario:CONSIDERAR EN LUCES MAYORES DE 5.50M

1. Diseo Aligerado BuenoDISEO DE LOSA ALIGERADA:DATOS:M+ (ton-m) =0.072: Momento actuante positivo. (pulg) (cm)As (cm)M- (ton-m) =0.042: Momento actuante negativo.1/4"0.640.31Vu (ton) =1.223: Cortante mximo actuante en la seccin.3/8"0.950.71Zona Ssmica =Si: Sismicidad de la zona.1/2"1.271.27f'c (kg/cm) =210: Resistencia del concreto a la compresion.5/8"1.591.98f y (kg/cm) =4200: Esfuerzo de fluencia del acero.3/4"1.912.85p+ (cm) =1.27: Dimetro del acero principal positivo a usar.7/8"2.223.88p- (cm) =1.27: Dimetro del acero principal negativo a usar.1"2.545.07Ast (cm) =0.31: Area del refuerzo por temperatura a usar.h (cm) =20: Altura de la losa aligerada.M = * f'c * b * d * w * ( 1 - 0.59 * w )e (cm) =5: Altura de la losa de reparticion.r (cm) =2: Recubrimiento. = 0.9020mmb (cm) =40: Ancho del alma de la vigueta [Mto (+)].2cmb (cm) =10: Ancho del alma de la vigueta [Mto (- )].Propio (kg/m) =300: Peso propio del aligerado.Acaba. (kg/m) =100: Peso de acabados.Tabiq. (kg/m) =120: Peso de tabiqueria.S/C (kg/m) =250: Sobrecarga. (pulg) (cm)As (cm)fD =1.4: Factor de amplificacin para carga muerta.PESO PROPIO DE LAS LOSAS ALIGERADAS1/4"0.640.31fL =1.7: Factor de amplificacin para carga viva.HLosa Alig.Peso PropioSegn el RNC3/8"0.950.71 =0.90: Factor de reduccin por flexin.CmKG/M2Kg/cm212mm0.801.13 =0.85: Factor de reduccin por cortante.17.00247.00280.001/2"1.271.2720.00284.00300.005/8"1.591.9825.00345.00350.003/4"1.912.85SOLUCION:7/8"2.223.88PESO DE LOSA ALIGERADA1"2.545.07a) MAXIMOS MOMENTOS ADMISIBLES EN LA SECCION:Para nuestra losa aligeradasegn luzh =20.00cm44441 =0.85: Factor.HLosa Aligerada =h =20.00cmd+ (cm) =17.37: Peralte efectivo refuerzo positivo.Peso de Losa Aligerada =300.00Kg/cm2d- (cm) =17.37: Peralte efectivo refuerzo negativo.Numero de Viguetas por Mts =2.50Vig. / Mts.WD (ton/m) =0.208: Carga muerta por viguetaWL (ton/m) =0.100: Carga viva por viguetaRecubrimiento =2.00cm.0.020MWu (ton/m) =0.461: Carga ltima por vigueta.Acero principal a usar =1/2"Dimetro acero principal - a usar =1.27Cm.0.013Ma.1) Momento Mximo Admisible Positivo:d =17.37Cm.0.174Mw =0.20735: Cuantia mecnica.wmax =0.10368: Cuantia mecnica mxima.analizar caso sismo0.103675M (Ton-m) =2.220: Momento positivo mximo resistente.a.2) Momento Mximo Admisible Negativo:pb =0.02125: Cuanta balanceada.pmax =0.01063: Cuanta mxima.analizar caso sismo0.010625wmax =0.21260: Cuantia mecnica mxima.M (Ton-m) =1.060: Momento negativo mximo resistente.b) VERIFICACION DE MOMENTOS EN LA SECCION:b.1) Momento Positivo:M+(ton-m) =2.220: Momento positivo mximo resistente.M+(ton-m) =0.072: Momento actuante positivo.==>CONFORMEb.2) Momento Negativo:M-(ton-m) =1.060: Momento negativo mximo resistente.M-(ton-m) =0.042: Momento actuante negativo.==>CONFORMECONCLUSION:SIENDO EL MOMENTO RESISTENTE MAYOR QUE EL MOMENTO ACTUANTE,MANTENEMOS LA ALTURA Y CALIDAD DE LOS MATERIALES DE LA LOSAALIGERADA (CONFORME).c) DISEO POR MOMENTO EN FLEXION DE LA SECCION:c.1) Area de acero mnimo:Asmin (cm) =0.42: Area de acero mnimo en la seccin.c.2) Area de acero positivo:As+ (cm) =0.42: Area de acero positivo.c.3) Area de acero negativo:As- (cm) =0.42: Area de acero negativo.d) VERIFICACION POR CORTANTE EN LA SECCION:Segn Norma, la fuerza cortante que toma el concreto no debe exceder de:Vcn = *1.1*0.53*RAIZ(f'c)*bw*d ; =0.85 ; Entonces:Vcn (ton) =1.247: Cortante que toma el concreto.Vud (ton) =1.143: Cortante a la distancia "d" de la cara de apoyo (cortante de diseo).==>CONFORMECONCLUSION:SIENDO EL CORTANTE QUE TOMA EL CONCRETO MAYOR QUE ELCORTANTE DE DISEO, ENTONCES NO SERA NECESARIO HACERENSANCHAMIENTO DE VIGUETAS.e) DISEO DEL REFUERZO POR CONTRACCION Y TEMPERATURA:Ast (cm/m) =0.90Espaciamiento (tomar menor o igual que el menor valor):s (cm) =34.44: Espaciamiento resistente.s (cm) CONFORMECONCLUSION:SIENDO EL CORTANTE QUE TOMA EL CONCRETO MAYOR QUE ELCORTANTE DE DISEO, ENTONCES NO SERA NECESARIO HACERENSANCHAMIENTO DE VIGUETAS.8- EJE NEUTROSe verificar la posicin del eje neutro para el momento positivo mximo de todos los tramos:Mmax=6.7E-01ton-mMmax=0.67ton-mw =0.0319c =0.75cm < 5 cm, el eje neutro se encuentra en el ala

1) h.losa = 0.17m: P.P = 270kg/m2) h.losa = 0.20m: P.P = 300kg/m3) h.lLosa = 0.25m: P.P = 350kg/m4) h.losa = 0.30m: P.P = 420kg/musuario:CONSIDERAR HASTA LUCES DE 5.00Musuario:CONSIDERAR EN LUCES MAYORES DE 5.50M1.00m0.60.60 m1.00m

Viguetas Losa A 7tHOJA DE VIGUETAS DE ALIGERADOSSeccin transversal de vigueta :bfPROP:VIGUETA DE SECCION CUALQUIERAELEMENTO:GEOMETRIA DE SECCIONNIVEL:tfh =20bf =40VIGUETA DE SECCION CUALQUIERAhGEOMETRIA DE SECCIONtw =10h =0.2tf =5bf =0.4d =17.03tf =0.05MATERIAL DE LA SECCIONtw =0.1twf'c =210 Kg/cm2d =0.1703fy =4200 Kg/cm2MATERIAL DE LA SECCIONf'c =210 Kg/cm2Calculo del acero de Refuerzo : Ingrese como dato de Valor del Momento Actuante ( Mu )fy =4200 Kg/cm2Diseo Estructural :Calculo de momentos Positivos Mu + :Fuerzas y Momentos Resistentes :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Verificacion de la SeccionAs +As +As +As +As +As +As +As +rb =0.0213Mu + =7215.80 kg-cmMu + =28965.95 kg-mMu + =67245.55 kg-mMu + =45889.69 kg-mMu + =25942.50 kg-mMu + =74973.83 kg-mMu + =42693.94 kg-mMu + =0.00 kg-mrmax =0.0159rmin =0.0024a =3.406a =3.406a =3.406a =3.406a =3.406a =3.406a =3.406a =3.406As =0.12 cm2As =0.50 cm2As =1.16 cm2As =0.79 cm2As =0.45 cm2As =1.29 cm2As =0.74 cm2As =0.00 cm2a =0.0732633571a =0.2940965716a =0.6827562727a =0.4659263033a =0.2633988938a =0.7612228032a =0.4334793224a =0Momentos Maximos Resistentes:As =0.11 cm2As =0.45 cm2As =1.07 cm2As =0.72 cm2As =0.41 cm2As =1.19 cm2As =0.67 cm2As =0.00 cm2Momentos Maximos :a =0.0660791582a =0.2669923026a =0.6270503028a =0.4251495377a =0.2389065595a =0.7007621833a =0.3951605721a =0As max =7.225 cm2As +=0.11 cm2As +=0.45 cm2As +=1.06 cm2As +=0.72 cm2As +=0.41 cm2As +=1.19 cm2As +=0.67 cm2As +=0.00 cm2Mu max ( + ) =4070.63 Kg-m=4.07 Ton-m0.62202.49695.79663.95572.23636.46283.68020.0000As max =2.714 cm2 (Tablas)0.0002 (Tablas)0.0007 (Tablas)0.0016 (Tablas)0.0011 (Tablas)0.0006 (Tablas)0.0017 (Tablas)0.0010 (Tablas)0.0000Mu max ( - ) =1419.60 Kg-m=1.42 Ton-m0.140.481.090.750.411.160.680.00(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)82.44%95.11%97.64%96.34%99.30%102.69%98.50%0.00%Momentos Minimos :Calculo de momentos Negativos Mu - :As min =0.411 cm2Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Mu min ( + ) =262.90 Kg-m0.26 Ton-mAs -As -As -As -As -As -As -As -Mu - =-4209.22 kg-cmMu - =-24930.74 kg-mMu - =-73792.00 kg-mMu - =-81540.58 kg-mMu - =-51214.27 kg-mMu - =-75648.33 kg-mMu - =-87270.57 kg-mMu - =-24904.80 kg-mAs min =0.411 cm2Mu min ( - ) =257.25 Kg-m0.26 Ton-ma =3.406a =3.406a =3.406a =3.406a =3.406a =3.406a =3.406a =3.406As- =0.07 cm2As =0.43 cm2As =1.27 cm2As =1.41 cm2As =0.88 cm2As =1.31 cm2As =1.51 cm2As =0.43 cm2a =0.3418956664a =2.0250106959a =5.9937881621a =6.6231699748a =4.1599018321a =6.1445693956a =7.0885910311a =2.0229035047Fuerza Cortante Maxima Resistente :As =0.07 cm2As =0.41 cm2As =1.39 cm2As =1.57 cm2As =0.91 cm2As =1.43 cm2As =1.71 cm2As =0.41 cm2nu max =7.18 Kg/cm2a =0.3108261857a =1.9377149554a =6.546433248a =7.3997853331a =4.2647897022a =6.7473661045a =8.0564448716a =1.9355712851Vu resistente =1222.96 KgAs- =0.07 cm2As- =0.41 cm2As- =1.42 cm2As- =1.62 cm2As- =0.91 cm2As- =1.47 cm2As- =1.78 cm2As- =0.41 cm22.902717.192450.887456.230835.317652.167560.182317.1745 (Tablas)0.0008 (Tablas)0.0048 (Tablas)0.0168 (Tablas)0.0192 (Tablas)0.0107 (Tablas)0.0174 (Tablas)0.0212 (Tablas)0.00480.070.411.431.630.911.481.810.41(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)96.87%100.47%99.20%98.98%99.82%98.91%98.37%100.36%

Losa B 4t okDISEO DE LOSA ALIGERADA (pulg) (cm)As (cm)Recubrimiento =2.50cm.0.03M1/4"0.640.31DISEO DEL MDULO N 1Acero principal a usar =3/8"3/8"0.950.71Datos de EntradaDimetro acero principal a usar =0.95Cm.0.0095M12mm1.201.13Resistencia del concretof'c =210Kg/cm2d =17.03Cm.0.17M1/2"1.271.27Resistencia a fluencia del acerofy =4200Kg/cm25/8"1.591.98Peralte Efectivod=17.03cm3/4"1.912.85Ancho de Viguetab=40cm7/8"2.223.88Ancho de Almabw=10cm1"2.545.07Carga Muerta1. Peso del Aligerado segn espesor =300Kg/m22. Acabados de piso =100Kg/m2PESO PROPIO DE LAS LOSAS ALIGERADAS3. Tabiquera =120Kg/m2HLosa Alig.Peso PropioSegn el RNCWD =520Kg/m2CmKG/M2Kg/cm217.00247.00280.00Carga Viva20.00284.00300.004. SobrecargaWL =250Kg/m225.00345.00350.00Carga ltima de rotura:Segn Normas Peruana:PESO DE LOSA ALIGERADACoeficiente de Carga Muerta1.40Para nuestra losa aligeradaCoeficiente de Carga Viva1.70h =20.000.20MWu =1.40WD+1.70WLHLosa Alig.(cm)=h =20.00cmWu =1153Kg/m2Peso de Losa Aligerada (Kg/cm2)300.00Numero de Viguetas por Mts.2.50Vig. / Mts.Carga Repartida por vigueta:WU = Wu x 0.40mWU =461Kg/mWU =0.461T/mSeccinApoyo 1Tramo 1Apoyo 2Tramo 2Apoyo 3Tramo 3Apoyo 4Tramo 4Apoyo 5TramoApoyoTramoApoyoTramoApoyoNO BORRAR-1/241/14-1/101/16-1/111/16-1/101/14-1/24000000Numero VarillaArea cm2-0.040.07-0.100.06-0.090.06-0.100.07-0.040.000.000.000.000.000.00Diametro () (m)1.481.482.303.114.265.414.944.474.470.000.000.000.000.000.001/4"0.32Mu = a.w.2 (Kg.cm)-4.2E+037.2E+03-2.4E+042.8E+04-7.6E+048.4E+04-1.1E+056.6E+04-3.8E+040.0E+000.0E+000.0E+000.0E+000.0E+000.0E+008mm0.503/8"0.710.62202.40337.27235.67400.00000.00000.00002 Var. de 8mm1.0012mm1.131.45148.375826.235338.807313.23930.00000.00000.00001/2"1.272 Var. de 3/8"1.42 (Tablas)0.00040.00020.00230.00060.00760.00200.01200.00150.00370.00000.00000.00000.00000.00000.00003 Var. de 8mm1.50(cm2)0.140.411.361.020.000.000.005/8"1.984 Var. de 8mm2.00(cm2)0.070.391.292.040.630.000.000.003 Var. de 3/8"2.132 Var. de 12mm2.26As mn =2 Var. de 1/2"2.540.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm3/4"2.85(cm2)2 Var. de 12mm3.39As (Definitiva) cm20.41Cm0.41Cm0.41Cm0.41Cm1.29Cm1.36Cm2.04Cm1.02Cm0.63Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm0.41Cm2 Var. de 1/2"3.81BastonAcero PrincipalBalancinAcero PrincipalBalancinAcero PrincipalBalancinAcero PrincipalBaston1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 2 Var. de 5/8"3.963/8"3/8"3/8"3/8"5/8"5/8"3/4"12mm3/8"3/8"3/8"3/8"3/8"3/8"3/8"1"5.070.71Cm0.71Cm0.71Cm0.71Cm1.98Cm1.98Cm2.85Cm1.13Cm0.71Cm0.71Cm0.71Cm0.71Cm0.71Cm0.71Cm0.71Cm1 Var. de 1 3/8"10.06Apoyof'c=210Kg/cmAcero por Temperatura:Ast = 0.0018.b.tParafy=4200Kg/cm1.00 m. =100cm (ancho de anlisis)Ku=1.45145cm (Espesor de losa superior)usarp=0.0004Ok..Ast =0.90cm2Tramof'c=210Kg/cmAv 1/4"=0.32cm2Parafy=4200Kg/cmKu=0.6220Espaciamiento de las varillas:usarp=0.0002Ok..Usando 1/4"Apoyof'c=210Kg/cmS =36cmTomando el menor: S =25Parafy=4200Kg/cmS = 5t S =25cmKu=8.3758S =45cmUsar :1/4" @ 0.25m.usarp=0.0023Ok.. 1/4pulg @ 0.20mTramof'c=210Kg/cmParafy=4200Kg/cmKu=2.4033usarp=0.0006Ok..Apoyof'c=210Kg/cmParafy=4200Kg/cmVERIFICACION POR CORTANTE EN LA SECCION:Ku=26.2353Segn Norma, la fuerza cortante que toma el concreto no debe exceder de:usarp=0.0076Ok..Vcn = *1.1*0.53*RAIZ(f'c)*bw*d ; =0.85 ; Entonces:Vu (ton) =1.223: Cortante mximo actuante en la seccin.Tramof'c=210Kg/cmVcn (ton) =1.223: Cortante que toma el concreto.Parafy=4200Kg/cmVud (ton) =1.144: Cortante a la distancia "d" de la cara de apoyo (cortante de diseo).Ku=7.2723==>CONFORMEusarp=0.002Ok..CONCLUSION:Apoyof'c=210Kg/cmSIENDO EL CORTANTE QUE TOMA EL CONCRETO MAYOR QUE ELParafy=4200Kg/cmCORTANTE DE DISEO, ENTONCES NO SERA NECESARIO HACERKu=38.8073ENSANCHAMIENTO DE VIGUETAS.usarp=0.012Ok..Apoyof'c=210Kg/cmDISEO DEL REFUERZO POR CONTRACCION Y TEMPERATURA:Parafy=4200Kg/cmAst (cm) =0.31: Area del refuerzo por temperatura a usar.Ku=5.6740Ast (cm/m) =0.90usarp=0.0015Ok..Espaciamiento (tomar menor o igual que el menor valor):Apoyof'c=210Kg/cms (cm) =34.44: Espaciamiento resistente.Parafy=4200Kg/cms (cm) CONFORMECONCLUSION:SIENDO EL CORTANTE QUE TOMA EL CONCRETO MAYOR QUE ELCORTANTE DE DISEO, ENTONCES NO SERA NECESARIO HACERENSANCHAMIENTO DE VIGUETAS.8- EJE NEUTROSe verificar la posicin del eje neutro para el momento positivo mximo de todos los tramos:Mmax=3.9E-01ton-mMmax=3.9E-01ton-mw =0.0275c =0.53cm < 5 cm, el eje neutro se encuentra en el ala

1) h.losa = 0.17m: P.P = 270kg/m2) h.losa = 0.20m: P.P = 300kg/m3) h.lLosa = 0.25m: P.P = 350kg/m4) h.losa = 0.30m: P.P = 420kg/musuario:CONSIDERAR HASTA LUCES DE 5.00Musuario:CONSIDERAR EN LUCES MAYORES DE 5.50M1.00m0.60.60 m1.00m

Viguetas Losa C 4tHOJA DE VIGUETAS DE ALIGERADOSSeccin transversal de vigueta :bfPROP:VIGUETA DE SECCION CUALQUIERAELEMENTO:GEOMETRIA DE SECCIONNIVEL:tfh =17bf =40VIGUETA DE SECCION CUALQUIERAhGEOMETRIA DE SECCIONtw =10h =0.17tf =5bf =0.4d =13.87tf =0.05MATERIAL DE LA SECCIONtw =0.1twf'c =210 Kg/cm2d =0.1387fy =4200 Kg/cm2MATERIAL DE LA SECCIONf'c =210 Kg/cm2Calculo del acero de Refuerzo : Ingrese como dato de Valor del Momento Actuante ( Mu )fy =4200 Kg/cm2Diseo Estructural :Calculo de momentos Positivos Mu + :Fuerzas y Momentos Resistentes :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Verificacion de la SeccionAs +As +As +As +As +As +As +As +rb =0.0213Mu + =38702.89 kg-cmMu + =25312.50 kg-mMu + =5125.78 kg-mMu + =39375.00 kg-mMu + =0.00 kg-mMu + =0.00 kg-mMu + =0.00 kg-mMu + =0.00 kg-mrmax =0.0159rmin =0.0024a =2.774a =2.774a =2.774a =2.774a =2.774a =2.774a =2.774a =2.774As =0.82 cm2As =0.54 cm2As =0.11 cm2As =0.83 cm2As =0.00 cm2As =0.00 cm2As =0.00 cm2As =0.00 cm2a =0.482484911a =0.3155552055a =0.0638999291a =0.490863653a =0a =0a =0a =0Momentos Maximos Resistentes:As =0.75 cm2As =0.49 cm2As =0.10 cm2As =0.76 cm2As =0.00 cm2As =0.00 cm2As =0.00 cm2As =0.00 cm2Momentos Maximos :a =0.4419228329a =0.2872674842a =0.0576427179a =0.4497354266a =0a =0a =0a =0As max =7.225 cm2As +=0.75 cm2As +=0.49 cm2As +=0.10 cm2As +=0.76 cm2As +=0.00 cm2As +=0.00 cm2As +=0.00 cm2As +=0.00 cm2Mu max ( + ) =3207.62 Kg-m=3.21 Ton-m5.02963.28940.66615.11690.00000.00000.00000.0000As max =2.211 cm2 (Tablas)0.0014 (Tablas)0.0009 (Tablas)0.0002 (Tablas)0.0014 (Tablas)0.0000 (Tablas)0.0000 (Tablas)0.0000 (Tablas)0.0000Mu max ( - ) =941.65 Kg-m=0.94 Ton-m0.780.500.110.780.000.000.000.00(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)96.58%97.70%88.29%98.28%0.00%0.00%0.00%0.00%Momentos Minimos :Calculo de momentos Negativos Mu - :As min =0.335 cm2Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Calculo del refuerzo :Mu min ( + ) =174.38 Kg-m0.17 Ton-mAs -As -As -As -As -As -As -As -Mu - =-22576.69 kg-cmMu - =-47093.51 kg-mMu - =-19352.56 kg-mMu - =-26462.81 kg-mMu - =-22968.75 kg-mMu - =0.00 kg-mMu - =0.00 kg-mMu - =0.00 kg-mAs min =0.335 cm2Mu min ( - ) =170.64 Kg-m0.17 Ton-ma =2.774a =2.774a =2.774a =2.774a =2.774a =2.774a =2.774a =2.774As- =0.48 cm2As =1.00 cm2As =0.41 cm2As =0.56 cm2As =0.49 cm2As =0.00 cm2As =0.00 cm2As =0.00 cm2a =2.2515962512a =4.6966844096a =1.9300503842a =2.639163492a =2.2906970473a =0a =0a =0Fuerza Cortante Maxima Resistente :As =0.47 cm2As =1.08 cm2As =0.40 cm2As =0.56 cm2As =0.48 cm2As =0.00 cm2As =0.00 cm2As =0.00 cm2nu max =7.18 Kg/cm2a =2.2054481152a =5.0885655976a =1.866940409a =2.624986451a =2.2471948481a =0a =0a =0Vu resistente =996.03 KgAs- =0.47 cm2As- =1.10 cm2As- =0.40 cm2As- =0.56 cm2As- =0.48 cm2As- =0.00 cm2As- =0.00 cm2As- =0.00 cm223.471348.959620.119427.511423.87890.00000.00000.0000 (Tablas)0.0067 (Tablas)0.0160 (Tablas)0.0057 (Tablas)0.0080 (Tablas)0.0069 (Tablas)0.0000 (Tablas)0.0000 (Tablas)0.00000.461.110.400.550.480.000.000.00(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)(cm2)100.68%99.14%100.12%100.49%99.62%0.00%0.00%0.00%

M-(Apoyo 1)C4THOJA DE CALCULO DE MOMENTOS RESISTENTES Y/O AREAS DE ACERO NECESARIASPARA UN ELEMENTO CUYA SECCION ESTA SOMETIDA A FLEXION PURAVIGUETAS DE SECCION TEE PARA MOMENTO NEGATIVODatos generalesSimboloUndDENOMINACION:b =10.00cmbase de la seccionAncho de Alma10.00cmh =17.00cmPeralte de la seccionH Losa Aligerada17.00cmd =13.87cmPeralte efectivo de la seccionPeralte Efectivo13.87cmr =2.50cmRecubrimiento al eje del refuerzo longitudinal - traccionRecubrimiento2.50cmd'=2.50cmRecubrimiento al eje del refuerzo longitudinal - compr.Recubrimiento2.50cmf'c =210.00kg/cm2Resistencia del concreto a la compresionResistencia del concreto210kg/cm2fy =4200.00kg/cm2Resistencia del acero a la traccionResistencia a fluencia del acero4200kg/cm2ResultadosViga simplemente ArmadaCalculo de AreasAs min =0.46cm2Area de acero minima en traccionObtener unAst > o =0.71cm2B1 =0.85Factor de la zona de compresion del concretoCant de Varillas Tipo 101Pb =0.0213Cuantia balanceada de viga simplemente armadaNumero ACI de Varilla3/8"Sismica50% PbAsismica75% PbZ=0.75Zona=AsismicaCant de Varillas Tipo 20075% Pb0.0159Cuantia maxima permitida por el RNCNumero ACI de Varilla4/8"As mx =2.21cm2Area de acero maxima segun la seccionAs =0.71cm2DISENO DEL REFUERZO LONGITUDINAL POR FLEXIONRESISTENCIA0.71CmPARA VIGA SIMPLEMENTE ARMADAPARA VIGA SIMPLEMENTE ARMADAMu =-22576.69Kg - cmMu =0.23Tn.mAst =0.43cm2Ast =0.71cm2OK !!Mu =0.23Tn.ma =1.05cm.Fi_Mn=0.37Tn.m0.41a_max=5.20cm.a =1.67cmSi es simpleFalla:Ductil-Subreforzada0.0051As_:mx:NoCuantia de acero en traccionPs =0.0031A's:No fluyex1:1.79x2:-2.98x3:0.00a=1.67cuando no fluyea=1.67cuando fluyeResultadosViga doblemente ArmadaAs min =0.46cm2Area de acero minima en traccionB1 =0.85Factor de la zona de compresion del concretoa=1.67cmPb =0.0213Cuantia balanceada de viga doblemente armadac=1.97cm75% Pb0.0159Cuantia maxima permitida por el RNCf`s=-1,632.04kg/cm2As max =2.21cm2Area de acero maxima segun la seccionFi_Mn=0.35Tn.m

M+(Tramo 1)C4THOJA DE CALCULO DE MOMENTOS RESISTENTES Y/O AREAS DE ACERO NECESARIASPARA UN ELEMENTO CUYA SECCION ESTA SOMETIDA A FLEXION PURAVIGUETAS DE SECCION TEE PARA MOMENTO POSITIVODatos generalesDatos generalesSimboloUndDENOMINACION:SimboloUndDENOMINACION:b =40.00cmbase de la seccionAncho de Vigueta40.00cmb =40cmbase de la seccionbw=10.00cmancho de la nervaduraAncho de Alma10.00cmbw=10cmancho de la nervadurat=5.00cmEspesor de lositaEspesor de losita5.00cmt=5cmEspesor de lositah =17.00cmPeralte de la seccionH Losa Aligerada17.00cmh =17cmPeralte de la secciond =13.87cmPeralte efectivo de la seccionPeralte Efectivo13.87cmd =14.5cmPeralte efectivo de la seccionr =2.50cmRecubrimiento al eje del refuerzo longitudinal - traccionRecubrimiento2.50cmr =2.5cmRecubrimiento al eje del refuerzo longitudinal - tracciond'=2.50cmRecubrimiento al eje del refuerzo longitudinal - compr.Recubrimiento2.50cmd'=2.5cmRecubrimiento al eje del refuerzo longitudinal - compr.f'c =210kg/cm2Resistencia del concreto a la compresionResistencia del concreto210kg/cm2f'c =210kg/cm2Resistencia del concreto a la compresionfy =4200kg/cm2Resistencia del acero a la traccionResistencia a fluencia del acero4200kg/cm2fy =4200kg/cm2Resistencia del acero a la traccionResultadosViga simplemente ArmadaCalculo de AreasAs min =0.46cm2Area de acero minima en traccionObtener unAst > o =1.13cm2B1 =0.85Factor de la zona de compresion del concretoCant de Varillas Tipo 100Pb =0.0213Cuantia balanceada de viga simplemente armadaNumero ACI de Varilla3/8"Sismica50% PbAsismica75% PbZ=0.75Zona=AsismicaCant de Varillas Tipo 20175% Pb0.0159Cuantia maxima permitida por el RNCNumero ACI de Varilla4/8"As mx =5.55cm2Area de acero maxima segun la seccionAs =1.27cm2DISENO DEL REFUERZO LONGITUDINAL POR FLEXIONRESISTENCIAPARA VIGA SIMPLEMENTE ARMADAPARA VIGA SIMPLEMENTE ARMADAMu =38702.89Kg - cmMu =0.39Tn.mAst =0.72cm2Ast =1.27cm2OK !!Mu =0.39Tn.ma =0.44cm.Fi_Mn=0.68Tn.m0.75a_max=5.20cm.a =0.75cma_max=5.00cm.Si es simpleFalla:Ductil-Subreforzada0.0092As_:mx:NoCuantia de acero en traccionPs =0.0013A's:No fluyex1:7.14x2:-2.98x3:0.00a=0.42cuando no fluyea=0.42cuando fluyeResultadosViga doblemente ArmadaAs min =0.46cm2Area de acero minima en traccionB1 =0.85Factor de la zona de compresion del concretoa=0.42cmPb =0.0213Cuantia balanceada de viga doblemente armadac=0.49cm75% Pb0.0159Cuantia maxima permitida por el RNCf`s=-24,528.17kg/cm2As max =8.84cm2Area de acero maxima segun la seccionFi_Mn=0.37Tn.m

M-(Apoyo 2)C4THOJA DE CALCULO DE MOMENTOS RESISTENTES Y/O AREAS DE ACERO NECESARIASPARA UN ELEMENTO CUYA SECCION ESTA SOMETIDA A FLEXION PURAVIGUETAS DE SECCION TEE PARA MOMENTO NEGATIVODatos generalesSimboloUndDENOMINACION:b =10.00cmbase de la seccionAncho de Alma10.00cmh =17.00cmPeralte de la seccionH Losa Aligerada17.00cmd =13.87cmPeralte efectivo de la seccionPeralte Efectivo13.87cmr =2.50cmRecubrimiento al eje del refuerzo longitudinal - traccionRecubrimiento2.50cmd'=2.50cmRecubrimiento al eje del refuerzo longitudinal - compr.Recubrimiento2.50cmf'c =210.00kg/cm2Resistencia del concreto a la compresionResistencia del concreto210kg/cm2fy =4200.00kg/cm2Resistencia del acero a la traccionResistencia a fluencia del acero4200kg/cm2ResultadosViga simplemente ArmadaCalculo de AreasAs min =0.46cm2Area de acero minima en traccionObtener unAst > o =1.13cm2B1 =0.85Factor de la zona de compresion del concretoCant de Varillas Tipo 100Pb =0.0213Cuantia balanceada de viga simplemente armadaNumero ACI de Varilla3/8"Sismica50% PbAsismica75% PbZ=0.75Zona=AsismicaCant de Varillas Tipo 2175% Pb0.0159Cuantia maxima permitida por el RNCNumero ACI de Varilla4/8"As mx =2.21cm2Area de acero maxima segun la seccionAs =1.27cm2DISENO DEL REFUERZO LONGITUDINAL POR FLEXIONRESISTENCIAPARA VIGA SIMPLEMENTE ARMADAPARA VIGA SIMPLEMENTE ARMADAMu =-47093.51Kg - cmMu =0.47Tn.mAst =0.93cm2Ast =1.27cm2OK !!Mu =0.47Tn.ma =2.31cm.Fi_Mn=0.62Tn.m0.69a_max=5.20cm.a =2.99cmSi es simpleFalla:Ductil-Subreforzada0.0092As_:mx:NoCuantia de acero en traccionPs =0.0067A's:No fluyex1:1.79x2:-2.98x3:0.00a=1.67cuando no fluyea=1.67cuando fluyeResultadosViga doblemente ArmadaAs min =0.46cm2Area de acero minima en traccionB1 =0.85Factor de la zona de compresion del concretoa=1.67cmPb =0.0213Cuantia balanceada de viga doblemente armadac=1.97cm75% Pb0.0159Cuantia maxima permitida por el RNCf`s=-1,632.04kg/cm2As max =2.21cm2Area de acero maxima segun la seccionFi_Mn=0.35Tn.m


M-(Apoyo 3)C4T HOJA DE CALCULO DE MOMENTOS RESISTENTES Y/O AREAS DE ACERO NECESARIASPARA UN ELEMENTO CUYA SECCION ESTA SOMETIDA A FLEXION PURAVIGUETAS DE SECCION TEE PARA MOMENTO NEGATIVODatos generalesSimboloUndDENOMINACION:b =10.00cmbase de la seccionAncho de Alma10.00cmh =17.00cmPeralte de la seccionH Losa Aligerada17.00cmd =13.87cmPeralte efectivo de la seccionPeralte Efectivo13.87cmr =2.50cmRecubrimiento al eje del refuerzo longitudinal - traccionRecubrimiento2.50cmd'=2.50cmRecubrimiento al eje del refuerzo longitudinal - compr.Recubrimiento2.50cmf'c =210.00kg/cm2Resistencia del concreto a la compresionResistencia del concreto210kg/cm2fy =4200.00kg/cm2Resistencia del acero a la traccionResistencia a fluencia del acero4200kg/cm2ResultadosViga simplemente ArmadaCalculo de AreasAs min =0.46cm2Area de acero minima en traccionObtener unAst > o =0.71cm2B1 =0.85Factor de la zona de compresion del concretoCant de Varillas Tipo 101Pb =0.0213Cuantia balanceada de viga simplemente armadaNumero ACI de Varilla3/8"Sismica50% PbAsismica75% PbZ=0.75Zona=AsismicaCant de Varillas Tipo 2075% Pb0.0159Cuantia maxima permitida por el RNCNumero ACI de Varilla4/8"As mx =2.21cm2Area de acero maxima segun la seccionAs =0.71cm2DISENO DEL REFUERZO LONGITUDINAL POR FLEXIONRESISTENCIAPARA VIGA SIMPLEMENTE ARMADAPARA VIGA SIMPLEMENTE ARMADAMu =-19352.56Kg - cmMu =0.19Tn.mAst =0.36cm2Ast =0.71cm2OK !!Mu =0.19Tn.ma =0.90cm.Fi_Mn=0.37Tn.m0.41a_max=5.20cm.a =1.67cmSi es simpleFalla:Ductil-Subreforzada0.0051As_:mx:NoCuantia de acero en traccionPs =0.0026A's:No fluyex1:1.79x2:-2.98x3:0.00a=1.67cuando no fluyea=1.67cuando fluyeResultadosViga doblemente ArmadaAs min =0.46cm2Area de acero minima en traccionB1 =0.85Factor de la zona de compresion del concretoa=1.67cmPb =0.0213Cuantia balanceada de viga doblemente armadac=1.97cm75% Pb0.0159Cuantia maxima permitida por el RNCf`s=-1,632.04kg/cm2As max =2.21cm2Area de acero maxima segun la seccionFi_Mn=0.35Tn.m


M-(Apoyo 4)C4THOJA DE CALCULO DE MOMENTOS RESISTENTES Y/O AREAS DE ACERO NECESARIASPARA UN ELEMENTO CUYA SECCION ESTA SOMETIDA A FLEXION PURAVIGUETAS DE SECCION TEE PARA MOMENTO NEGATIVODatos generalesSimboloUndDENOMINACION:b =10.00cmbase de la seccionAncho de Alma10.00cmh =17.00cmPeralte de la seccionH Losa Aligerada17.00cmd =13.87cmPeralte efectivo de la seccionPeralte Efectivo13.87cmr =2.50cmRecubrimiento al eje del refuerzo longitudinal - traccionRecubrimiento2.50cmd'=2.50cmRecubrimiento al eje del refuerzo longitudinal - compr.Recubrimiento2.50cmf'c =210.00kg/cm2Resistencia del concreto a la compresionResistencia del concreto210kg/cm2fy =4200.00kg/cm2Resistencia del acero a la traccionResistencia a fluencia del acero4200kg/cm2ResultadosViga simplemente ArmadaCalculo de AreasAs min =0.46cm2Area de acero minima en traccionObtener unAst > o =1.13cm2B1 =0.85Factor de la zona de compresion del concretoCant de Varillas Tipo 100Pb =0.0213Cuantia balanceada de viga simplemente armadaNumero ACI de Varilla3/8"Sismica50% PbAsismica75% PbZ=0.75Zona=AsismicaCant de Varillas Tipo 2175% Pb0.0159Cuantia maxima permitida por el RNCNumero ACI de Varilla4/8"As mx =2.21cm2Area de acero maxima segun la seccionAs =1.27cm2DISENO DEL REFUERZO LONGITUDINAL POR FLEXIONRESISTENCIAPARA VIGA SIMPLEMENTE ARMADAPARA VIGA SIMPLEMENTE ARMADAMu =39375.00Kg - cmMu =0.39Tn.mAst =0.77cm2Ast =1.27cm2OK !!Mu =0.39Tn.ma =1.90cm.Fi_Mn=0.62Tn.m0.69a_max=5.20cm.a =2.99cmSi es simpleFalla:Ductil-Subreforzada0.0092As_:mx:NoCuantia de acero en traccionPs =0.0055A's:No fluyex1:1.79x2:-2.98x3:0.00a=1.67cuando no fluyea=1.67cuando fluyeResultadosViga doblemente ArmadaAs min =0.46cm2Area de acero minima en traccionB1 =0.85Factor de la zona de compresion del concretoa=1.67cmPb =0.0213Cuantia balanceada de viga doblemente armadac=1.97cm75% Pb0.0159Cuantia maxima permitida por el RNCf`s=-1,632.04kg/cm2As max =2.21cm2Area de acero maxima segun la seccionFi_Mn=0.35Tn.m


M-(Apoyo 5)C4THOJA DE CALCULO DE MOMENTOS RESISTENTES Y/O AREAS DE ACERO NECESARIASPARA UN ELEMENTO CUYA SECCION ESTA SOMETIDA A FLEXION PURAVIGUETAS DE SECCION TEE PARA MOMENTO NEGATIVODatos generalesSimboloUndDENOMINACION:b =10.00cmbase de la seccionAncho de Alma10.00cmh =17.00cmPeralte de la seccionH Losa Aligerada17.00cmd =13.87cmPeralte efectivo de la seccionPeralte Efectivo13.87cmr =2.50cmRecubrimiento al eje del refuerzo longitudinal - traccionRecubrimiento2.50cmd'=2.50cmRecubrimiento al eje del refuerzo longitudinal - compr.Recubrimiento2.50cmf'c =210.00kg/cm2Resistencia del concreto a la compresionResistencia del concreto210kg/cm2fy =4200.00kg/cm2Resistencia del acero a la traccionResistencia a fluencia del acero4200kg/cm2ResultadosViga simplemente ArmadaCalculo de AreasAs min =0.46cm2Area de acero minima en traccionObtener unAst > o =0.71cm2B1 =0.85Factor de la zona de compresion del concretoCant de Varillas Tipo 101Pb =0.0213Cuantia balanceada de viga simplemente armadaNumero ACI de Varilla3/8"Sismica50% PbAsismica75% PbZ=0.75Zona=AsismicaCant de Varillas Tipo 2075% Pb0.0159Cuantia maxima permitida por el RNCNumero ACI de Varilla4/8"As mx =2.21cm2Area de acero maxima segun la seccionAs =0.71cm2DISENO DEL REFUERZO LONGITUDINAL POR FLEXIONRESISTENCIAPARA VIGA SIMPLEMENTE ARMADAPARA VIGA SIMPLEMENTE ARMADAMu =-22968.75Kg - cmMu =0.23Tn.mAst =0.44cm2Ast =0.71cm2OK !!Mu =0.23Tn.ma =1.07cm.Fi_Mn=0.37Tn.m0.41a_max=5.20cm.a =1.67cmSi es simpleFalla:Ductil-Subreforzada0.0051As_:mx:NoCuantia de acero en traccionPs =0.0031A's:No fluyex1:1.79x2:-2.98x3:0.00a=1.67cuando no fluyea=1.67cuando fluyeResultado

Calculo de Losa Aligerada 26.02.2015 OK. OK. OK OK

Documents

Transcript of Calculo de Losa Aligerada 26.02.2015 OK. OK. OK OK