截面位置bhMftξξb配筋实配面积A350700665178.12816.71.573600.0690.0710.964771.6349858870.5184201256350700665217.1716.71.573600.0840.0880.956948.8249858870.5184201256350700665218.21516.71.573600.0840.0880.956953.6249858870.5184201256C350700665158.9616.71.573600.0610.0640.968685.7849858870.5184201256AB350700665281.3316.71.573600.1090.1160.9421247.1849858870.5184201256BC350700665163.5716.71.573600.0630.0650.967847.6349858870.5184201256A350700640484.7716.71.573600.2020.2290.8862375.5647958870.5186252945350700640509.0716.71.573600.2130.2420.8792513.5247958870.5186252945350700640524.2316.71.573600.2190.2500.8752600.8047958870.5186252945C350700640473.1716.71.573600.1980.2220.8892310.5747958870.5186252945AB350700640538.9516.71.573600.2250.2590.8712686.4747958870.5186252945BC350700640318.6016.71.573600.1330.1430.9281787.4947958870.5184251964A350700640578.4716.71.573600.2420.2810.8592921.3747958870.5185283079350700640566.1416.71.573600.2360.2740.8632847.3047958870.5185283079350700640581.7316.71.573600.2430.2830.8582941.1047958870.5185283079C350700640569.8016.71.573600.2380.2760.8622869.1947958870.5185283079AB350700640551.7016.71.573600.2300.2660.8672990.5647958870.5185283079BC350700640335.7416.71.573600.1400.1520.9241892.2247958870.5184282463A350700640584.8616.71.573600.2440.2850.8582960.0847958870.5186283695350700640582.4416.71.573600.2430.2830.8582945.4147958870.5186283695350700640609.4116.71.573600.2550.2990.8503110.5647958870.5186283695C350700640610.7016.71.573600.2550.3000.8503118.6047958870.5186283695AB350700640563.4416.71.573600.2350.2720.8642831.1847958870.5186283695BC350700640323.3116.71.573600.1350.1460.9271816.1747958870.5184282463表19框架梁配筋计算表格H0fcfyαsγSAsAsminAsmax4层支座B左B右跨间3层支座B左B右跨间2层支座B左B右跨间1层支座B左B右跨间
