LOSADISEO DE LOSA ALIGERADA

DATOS:h=20ACERO d=17VARILLADIAMETROAREAhf=5 1/2"1.2701.290fc=210 5/8"1.5882.000fy=4200 3/4"1.9052.840 1"2.5405.100 1/4"0.6530.320 3/8"0.9520.710

DescripcionAPOYO 1TRAMO 1-3APOYO 3TRAMO 3-6APOYO 6TRAMO 3-4APOYO 4TRAMO 4-5APOYO 5( - )( + )( - )( + )( - )( + )( - )( + )( - )Momento Ultimo(Kg-m)1585.34795.291133.24363.16590.32361.851136.43798.811592.16(kg-cm)158534.0079529.00113324.0036316.0059032.0036185.00113643.0079881.00159216.00Ancho de la Vigueta10.0040.0010.0040.0010.0040.0010.0040.0010.00Ku=Mumax/bd254.866.8839.213.1420.433.1339.326.9155.09"" Tabla0.01620.00200.01220.00100.00600.00100.01220.00200.0162Acero Requerido (cm2)2.751.362.070.681.020.682.071.362.75As max - =2.72As max + =10.88As min - =0.99As min + =0.51Acero Adoptado2.751.362.070.680.990.682.071.362.75Acero en Varillas 1/2"212111212 5/8"111111111 3/4"101000101 1"100000001Varillas Adoptadas:1 5/8"1 5/8"1 5/8"1 5/8"1 5/8"1 5/8"1 5/8"1 5/8"1 5/8"Acero de TemperaturaAcero Requerido (cm2)0.90EspaciamientoSmax=25 1/4"36 3/8"79S25As t 1/4" @ 0.25

VIGA PDISEO A FLEXION DE VIGAS

h=40b=25d=34

EJE 1DescripcionAPOYO BTRAMO BCAPOYO CTRAMO CDAPOYO DTRAMO DEAPOYO ETRAMO EFAPOYO FTRAMO FGAPOYO G(-)(+)(-)(+)(-)(+)(-)(+)(-)(+)(-)Interpolaciones para el calculo de cuantasMomento MaximoAPOYO ATRAMO ABAPOYO BTRAMO BCAPOYO CTRAMO CDAPOYO DTRAMO DEAPOYO E(Kg-m)2943636996633339109536894884621627425513524750.00145.20460.005820.42350.008629.20910.002810.23430.005218.44990.00269.52650.011838.39330.008829.80990.00145.1871(kg-cm)2943006369009663003339001095300689400884600216200742500513500247500X10.1834X22.0381X33.4360X11.5536X37.8997X23.8547X30.6090XERROR:#REF!XERROR:#REF!Mt. Parametro0.00124.47180.005619.76920.008428.60470.00269.52650.00517.78490.00248.81510.011637.84610.008629.20910.00124.4589Ku=Mumax/bd210.1822.0433.4411.5537.9023.8530.617.4825.6917.778.56X=0.002760.006290.010000.003170.011050.006630.00895ERROR:#REF!ERROR:#REF!Cuantia Requerida12"" Tabla0.00280.00280.00280.00280.00280.00280.00280.00280.00280.00280.0028Limites de Cuantia:P max=0.0160P max=P max=0.0160Cuanta Adoptada0.00330.00330.00330.00330.00330.00330.00330.00330.00330.00330.0033Acero Requerido (cm2)2.812.812.812.812.812.812.812.812.812.812.81Acero en Varillas2111111111112.84111111111115.1111111111111.26222222222221.58856.8256.8256.8256.8256.8256.8256.8256.8256.8256.8256.821.905-1883.69-1883.69-1883.69-1883.69-1883.69-1883.69-1883.69-1883.69-1883.69-1883.69-1883.692.540-52.66-52.66-52.66-52.66-52.66-52.66-52.66-52.66-52.66-52.66-52.66Varillas Adoptadas:4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"4 1/2"

VIGA S.DISEO DE VIGA SECUNDARIA A FLEXION

EJE BEJE F DescripcionAPOYO 1TRAMO 1-2APOYO 2TRAMO 2-3APOYO 3APOYO 1TRAMO 1-3APOYO 3(-)(+)(-)(+)(-)(-)(+)(-)Momento Maximo|Interpolaciones para el calculo de cuantas(Kg-m)3079805097211843591382424775138240.005419.1113(kg-cm)3079008050009721001840035900138240024775001382400X=X18.4900Mt. Parametrob=350.005218.4499Ku=Mumax/bd23.01697.88759.52480.18030.351813.545024.274913.5450d=54Cuantia Requerida0.00350.00190.00350.00110.00270.00110.00270.00110.0052121258"D" TablasLimites de Cuantia:pmin: 0,0033 pmax: 0,0160Cuanta Adoptada0.00350.00330.00350.00330.00330.00330.00330.0033Acero Requerido6.6156.2376.6156.2376.2376.2376.2376.237Acero en Varillas 1/2"65655555 5/8"44444444 3/4"33333333 1"22222222espaciamiento Smim: 2,54 1/2"3.47124.66153.47124.66154.66154.66154.66154.6615 5/8"5.7125.7125.7125.7125.7125.7125.7125.712 3/4"8.2888.2888.2888.2888.2888.2888.2888.288 1"14.89614.89614.89614.89614.89614.89614.89614.896varillas adoptadas4 5/8"4 5/8"4 5/8"4 5/8"4 5/8"4 5/8"4 5/8"4 5/8"

COLUMNADISEO DE COLUMNA

DATOS b40cmPu21.82Tnh55cmMu7.25Tn*mRec4cmf'c210kg/cm2 prom 1.905cmfy4200kg/cm2 estribo0.952cm

DATOS PARA EL ABACOf'c3KSIfy60KSI0.8

CALCULO DE PARAMETROS

0.70Kn0.07e0.33Rn0.04

curva de diseo0.01

Acero totalAst22

NUMERO DE VARILLASXYSxSy 5/8"124412.917.91 3/4"83320.1712.67 1"62341.9212.67Smin4 cm

DISPOSICION DE ESTRIBOS POR CONFINAMIENTO

5/8"1.90530.48Smax45.7055.00

5/8"@0.30