Tarea Diseno - Diagrama de Interaccion
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Cálculo Tipo b (cm) h (cm) f'c (kg/cm2) fy (kg/cm2) β1 EST #4 (cm) Rec (cm) 60 40 240 4,200 0.85 1.27 6 dt (cm) εy εu Barra # Dametr! (cm) "rea(c m2) umer! de Barra$ "$t (cm2) 34 0.00 21 0.00 3 8 2.54 5.07 12 60.805 f'c (%S&) fy (%S&) h (cm) 3 60 22.92 0.573 Et= (cm) a (cm) c (t!*) +cc (t!* m) D$ta*ca e*tre ,ru-!$ umer! de ,ru-!$ 0.0010 0 25.50 21.68 265.3 0 24.31 14 cm 3 ,ru- ! # de barra$ d ε$ f$ (kg/cm2 ) "$ (cm2) '$ (t!*) T$ (t!*) Bra.! a0a*ca + 1 5 6.00 - 0.002 3 4,200 25.34 101.2 4 - 14.0 14.1 7 2 2 20.0 0 - 0.000 6 1,320 10.13 11.31 - 0.0 0.00 3 5 34.0 0 0.001 0 2,040 25.34 - 51.68 14.0 7.24 4 5 OK 112.5 5 51.68 21.4 1 Pn= 326.17 ton n= 45.72 ton != 0.140 Pn=CC"#C$i -#Ti Cc=0.85%&'c%()%*+ 1000 !=n+Pn
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Diagrama de interacion
Transcript of Tarea Diseno - Diagrama de Interaccion
Clculo Tipo
b (cm)h (cm)f'c (kg/cm2)fy (kg/cm2)1EST #4 (cm)Rec (cm)
60402404,2000.851.276
dt (cm)yuBarra #Diametro (cm)Area(cm2)Numero de BarrasAst (cm2)
340.00210.00382.545.071260.805
f'c (KSI)fy (KSI).h (cm)
36022.920.573
Et=C (cm)a (cm)Cc (ton)Mcc (ton.m)Distancia entre GruposNumero de Grupos
0.0010025.5021.68265.3024.3114cm3
Grupo# de barrasdsifsi (kg/cm2)Asi (cm2)C'si (ton)Tsi (ton)Brazo PalancaMi
156.00-0.00234,20025.34101.24-14.014.17
2220.00-0.00061,32010.1311.31-0.00.00
3534.000.00102,04025.34-51.6814.07.24
4
5
OK112.5551.6821.41
Pn=326.17ton
Mn=45.72ton
e=0.140
Pn=CC+Csi -Ti
Cc=0.85*f'c*bw*a/1000
e=Mn/Pn
Punto 1,2,3Resultados FinalesUnitario
PuntoPn(ton)Mn(ton.m)Et=PuMuPnPuxMux
1732.580.000.0000476.170.00380.941.270.00000
2585.1131.46-0.0040380.3220.45380.321.020.00091
3511.7044.290.0000332.6128.79332.610.890.00128
4380.9459.550.0008247.6138.71247.610.660.00172
5223.4271.630.0021145.2246.56145.220.390.00207
6116.5969.420.003892.8755.3092.870.200.00201
7108.1968.780.004088.0455.9788.040.190.00199
869.7565.640.005062.7859.0762.780.120.00190
911.9760.540.007010.7754.4910.770.020.00175
100.0059.540.00760.0053.590.000.000.00172
Unitario
PuntoPn(ton)Mn(ton.m)Et=PuMuAlfa.Fi.PnPuxMux
1813.570.000.0000528.820.00423.061.410.00000
2511.7844.290.0000332.6628.79332.660.890.00128
3493.1549.400.0001320.5532.11320.550.860.00143
4354.7562.100.0010230.5940.37230.590.620.00180
5223.4271.630.0021145.2246.56145.220.390.00207
6108.1968.780.004088.0455.9788.040.190.00199
769.7565.640.005062.7859.0862.780.120.00190
836.0162.470.006032.4156.2232.410.060.00181
911.9760.540.007010.7754.4910.770.020.00175
100.0059.540.00760.0053.590.000.000.00172
Punto 4. As=3.5%Ag=161=81.03cm2
Punto 4.
Punto 5. Repetir todo con respecto Y-YNota: 121 acomodadas en 3 grupos (5,2,5)PuntoPn(ton)Mn(ton.m)Et=PuMuAlfa.Fi.PnPuxMux
1732.580.000.0000476.170.00380.941.270.00000
2586.0621.16-0.0005380.9413.75380.941.020.00092
3460.6535.490.0001299.4223.07299.420.800.00154
4326.1745.720.0010212.0129.72212.010.570.00198
5202.9153.000.0021131.8934.45131.890.350.00230
6154.6750.810.0030112.5436.97112.540.270.00221
7108.1347.870.004088.0038.9688.000.190.00208
867.8945.010.005061.1040.5161.100.120.00195
915.8339.740.007014.2535.7714.250.030.00172
100.0037.720.00780.0033.950.000.000.00164
As=3.5% Ag = 161 = 81.03cm2 . Con Respecto a y-yPuntoPn(ton)Mn(ton.m)Et=PuMuAlfa.Fi.PnPuxMux
10813.570.000.0000528.820.00423.061.410.00000
9650.8621.97-0.0006423.0614.28423.061.130.00095
8525.3935.590.0000341.5023.13341.500.910.00154
7505.1638.610.0001328.3525.10328.350.880.00168
6350.8547.960.0010228.0531.17228.050.610.00208
5200.8455.890.0021130.5536.33130.550.350.00243
4130.7254.250.003095.1139.4795.110.230.00235
370.1851.180.004057.1141.6557.110.120.00222
224.1148.070.005021.7043.2621.700.040.00209
10.0046.890.00550.0042.200.000.000.00204
