calculo de d eje y
DESCRIPTION
sksmicaTRANSCRIPT
Valores DPROYECTO: "A" EJE Y-YALUMNO: QUISPE QUISPE GERONIMOCALCULO DE VALORES DE RIGIDECEZ RELATIVA Y VALORES DE COEFICIENTE DE DISTRIBUCION DPORTICOS EJES A B C D VigasColumnasVigas 30.0075.00cm75Piso1_280Piso 3_470Vigas cimen30.0075.00cm303030Columnas Piso 1-230.0080.00cmPiso 3-430.0070.00cmPiso5_660Piso 5-630.0060.00cm30
10^3cm3L=Lv
1.9502.4001.950
3.0956.9056.9053.0950.6070.7750.7750.6070.3830.4890.4890.3831.740.6300.4500.6300.4500.6300.4500.6300.4502.90m
1.9502.4001.950
3.1276.9766.9763.1270.6100.7770.7770.6100.3840.4900.4900.3841.750.6300.5000.6300.5000.6300.5000.6300.5002.90m
1.9902.4501.990
2.7266.0826.0822.7260.5770.7530.7530.5770.4210.5490.5490.4211.940.7300.5000.7300.5000.7300.5000.7300.5002.90m
1.9902.4501.990
2.7536.1516.1512.7530.5790.7550.7550.5790.4230.5510.5510.4231.950.7300.5000.7300.5000.7300.5000.7300.5002.90m
2.0302.5102.030
2.4175.4055.4052.4170.5470.7300.7300.5470.4600.6130.6130.4602.150.8400.5000.8400.5000.8400.5000.8400.5002.90m
2.0302.5102.030
2.7816.2196.2192.7810.6860.8180.8180.6860.5010.5970.5970.5012.200.7300.5510.7300.5500.7300.5500.7300.5513.20m
5.50m4.50m5.50m
1234
1.9502.400VIGASEJEI(cm3)k(cm3)Kvi3.0956.9053.8101_21054687.502028.252.030.6070.7750.6561054687.501989.981.990.3830.4890.4131.281054687.501953.131.950.6300.4500.6300.4500.6300.4502.90m2_31054687.502511.162.511054687.502452.762.451.9502.4001054687.502397.022.403_41054687.502028.252.033.1276.9763.8491054687.501989.981.990.6100.7770.6581054687.501953.131.950.3840.4900.4151.290.6300.5000.6300.5000.6300.5002.90mCOLUMNASPISOSI(cm3)K(cm3)Kvi1.9902.4501_2180000.00734.690.732_3180000.00837.210.842.7266.0823.3563_4157500.00732.560.730.5770.7530.6274_5157500.00732.560.730.4210.5490.4571.435_6135000.00627.910.630.7300.5000.7300.5000.7300.5002.90m6_7135000.00627.910.631.9902.450
2.7536.1513.3970.5790.7550.6290.4230.5510.4591.430.7300.5000.7300.5000.7300.5002.90m
2.0302.510
2.4175.4052.9880.5470.7300.5990.4600.6130.5031.580.8400.5000.8400.5000.8400.5002.90m
2.0302.510
2.7816.2193.4380.6860.8180.7240.5010.5970.5291.630.7300.5510.7300.5500.7300.5503.20m
5.50m4.50m
123
V en ColumnasCALCULO DE FUERZAS CORTANTES Y MOMENTOS FLECTORES EN COLUMNASQ en cada prtico sera Q total /6Q6 =45.29Tn15.87(Tn-m)20.25(Tn-m)20.25(Tn-m)15.87(Tn-m)
1.60m1.60m1.60m1.60m
9.95Tn12.70Tn12.70Tn9.95Tn
1.31m1.31m1.31m1.31mQ5 =84.21Tn12.9816.5716.5712.9812.4115.8115.8112.41
1.45m1.45m1.45m1.45m
8.56Tn10.90Tn10.90Tn8.56Tn1.45m1.45m1.45m1.45m
Q4 =117.07Tn12.4115.8115.8112.4110.3413.4913.4910.34
1.45m1.45m1.45m1.45
7.13Tn9.30Tn9.30Tn7.13Tn1.45m1.45m1.45m1.45
Q3 =143.50Tn10.3413.4913.4910.348.3210.8410.848.32
1.45m1.45m1.45m1.45m
5.74Tn7.48Tn7.48Tn5.74Tn1.45m1.45m1.45m1.45m
Q2 =163.68Tn8.3210.8410.848.326.278.368.36
1.45m1.45m1.45m1.45m
4.32Tn5.77Tn5.77Tn4.32Tn
1.45m1.45m1.45m1.45m
Q1 =177.52Tn6.278.368.366.274.545.425.424.54
1.44m1.44m1.44m1.44m
3.16Tn3.76Tn3.76Tn3.16Tn
1.76m1.76m1.76m1.76m
5.576.626.625.57
1234
Q6 =45.29Tn21.53(Tn-m)27.48(Tn-m)23.24(Tn-m)
1.60m1.60m1.60m
13.50Tn17.23Tn14.57Tn
1.31m1.31m1.31m
Q5 =84.21Tn17.6122.4819.0118.1616.8321.45
1.45m1.45m1.45m
11.61Tn14.79Tn12.52Tn
1.45m1.45m1.45m
Q4 =117.07Tn16.8321.4518.1615.2614.0518.33
1.45m1.45m1.45m
9.69Tn12.64Tn10.53Tn
1.45m1.45m1.45m
Q3 =143.50Tn14.0518.3315.2612.2911.3114.73
1.45m1.45m1.5m
7.80Tn10.16Tn8.47Tn
1.45m1.45m1.5m
Q2 =163.68Tn11.3114.7312.299.348.5311.38
1.45m1.45m1.5m
5.89Tn7.85Tn6.44Tn
1.45m1.45m1.5m
Q1 =177.52Tn8.511.49.345.136.137.31
1.44m1.44m1.14m
4.26Tn5.08Tn4.50Tn
1.76m1.76m1.8m
7.58.97.92
123
V en Vigas
9.0811.1715.87(Tn-m)
15.874.54Tn11.174.97Tn9.084.54Tn
14.5217.8625.39(Tn-m)
25.397.26Tn17.867.94Tn14.527.26Tn
13.1316.1722.74(Tn-m)
22.746.52Tn16.177.18Tn13.136.52Tn
6.047.4418.66(Tn-m)
18.664.49Tn13.424.64Tn10.905.37Tn
8.5910.628.32(Tn-m)
14.594.21Tn10.624.72Tn8.593.07Tn
6.167.6210.81(Tn-m)
10.813.08Tn7.623.39Tn6.163.08Tn
1234
12.3223.24(Tn-m)
21.536.15Tn15.168.53Tn
19.6937.17(Tn-m)
34.449.84Tn24.2413.65Tn
17.8333.42(Tn-m)
30.888.86Tn21.9512.30Tn
14.8227.55(Tn-m)
25.367.30Tn18.2410.18Tn
11.6821.63(Tn-m)
19.845.73Tn14.448.01Tn
8.3614.47(Tn-m)
14.664.19Tn10.345.51Tn
123
Fuerzas axiales en Columnas
FUERZAS AXIALES EN COLUMNASFUERZAS AXIALES EN COLUMNAS
4.54Tn-0.43Tn0.43Tn4.54Tn
11.79Tn-0.68Tn0.68Tn11.79Tn
18.31Tn-0.66Tn0.66Tn18.31Tn
22.80Tn-0.15Tn-0.74Tn23.69Tn
27.02Tn-0.50Tn1.64Tn26.76Tn
30.10Tn-0.30Tn0.30Tn29.85Tn
1234
6.15Tn-2.38Tn8.53Tn
16.00Tn-3.80Tn22.18Tn
8.86Tn-3.45Tn12.30Tn
7.30Tn-2.87Tn10.18Tn
5.73Tn-2.28Tn8.01Tn
4.19Tn-1.33Tn5.51Tn
123