横梁正截面配筋计算8-4.xlsVIP免费

层号计算公式截面跨中跨中M/(kN·m)-136.55107.60-120.80-88.76-36.960.0860.0680.0770.1150.0480.0910.0710.0800.1220.049716.94559.10630.64677.78271.61525.00420.00525.00375.00300.003Φ18(763)3Φ16(603)3Φ18(763)3Φ18(763)3Φ18(763)M/(kN·m)-232.5192.56-195.80-144.22-21.460.1470.0590.1240.1870.0280.1600.0600.1330.2090.0281266.87478.421051.281154.21156.04525.00420.00525.00375.00300.002Φ22+2Φ18(1269)3Φ16(603)2Φ22+2Φ18(1269)2Φ22+2Φ18(1269)2Φ22+2Φ18(1269)M/(kN·m)-297.9384.47-264.27-182.34-17.470.1890.0540.1670.2360.0230.210.060.180.270.021669.49435.391459.191514.30126.68525.00420.00525.00375.00300.002Φ25+2Φ20(1610)3Φ16(603)2Φ25+2Φ20(1610)2Φ25+2Φ20(1610)2Φ25+2Φ20(1610)表8-4框架梁正截面配筋计算梁CD梁DEB右C左C右6层5层4层续表8-4框架梁正截面配筋计算201sbhfMcs2112min,/mmAS201/mmfbhfAycS2实配钢筋/mm201sbhfMcs2112min,/mmAS201/mmfbhfAycS2实配钢筋/mm201sbhfMcs2112min,/mmAS201/mmfbhfAycS2实配钢筋/mm层号计算公式截面跨中跨中M/(kN·m)-369.41100.54-298.27-212.90-17.470.230.060.190.280.020.270.070.210.330.022141.42521.121671.651828.16126.68525.00420.00525.00375.00300.004Φ22+2Φ20(2149)3Φ18(763)6Φ20(1885)6Φ20(1885)6Φ20(1885)M/(kN·m)-448.2495.90-337.28-238.72-18.180.280.060.210.310.020.340.060.240.380.022711.28496.261924.682115.73131.89525.00420.00525.00375.00300.004Φ25+2Φ22(2723)3Φ18(763)4Φ22+2Φ20(2149)4Φ22+2Φ20(2149)4Φ22+2Φ20(2149)M/(kN·m)-455.78119.66-365.12-262.74-15.170.290.080.230.340.020.350.080.270.430.022769.09624.442112.012406.91109.84525.00420.00525.00375.00300.004Φ25+2Φ22(2723)3Φ18(763)2Φ25+4Φ22(2503)2Φ25+4Φ22(2503)2Φ25+4Φ22(2503)梁CD梁DEB右C左C右3层2层1层201sbhfMcs2112min,/mmAS201/mmfbhfAycS2实配钢筋/mm201sbhfMcs2112min,/mmAS201/mmfbhfAycS2实配钢筋/mm201sbhfMcs2112min,/mmAS201/mmfbhfAycS2实配钢筋/mm201sbhfMc