框架梁纵向配筋计算梁号四层边跨四层中间跨三层边跨三层中间跨弯矩值Mb/b'f/mmh0/ mm（KN*m)左端90.04300660跨中177.531100660右端123.81300660左端47.45300410跨中13.902200410左端161.24300660跨中153.831100660右端186.41300660左端（负）.68300410左端（正）33.53300410跨中1.532200410左端（负）211.62300660左端（正）72.67300660跨中157.161100660右端（负）243.59300660右端（正）67.90300660左端（负）98.31300410左端（正）.41300410跨中1.432200410左端（负）246.83300660左端（正）119.68300660跨中1.741100660右端（负）288.67300660右端（正）118.55300660左端（负）130.43300410左端（正）92.06300410跨中3.112200410截面 γs=1-0.5ξ0.04940.02630.06860.06810.00260.09040.02270.10530.09410.04760.00030.12050.03970.02320.14020.03700.14720.09370.00030.14220.06620.02430.16870.06560.20110.13700.00060.97530.98690.96570.96590.99870.980.98860.94740.95290.97620.99990.93970.98020.98840.92990.98150.920.95310.99990.920.96690.98780.91560.96720.950.93150.9997二层边跨二层中间跨底层边跨底层中间跨0.04820.02590.06630.06580.00260.08630.02250.09980.070.04650.00030.11320.030.02290.13040.03630.13630.030.00030.13210.000.02400.150.06340.18090.12770.0006 As=3757033394711655828460233109483126691102291719458101118521702132751698267021Asmin=ρminbh/mm²420420420270270420420420270270270420420420420420270270270420420420420420270270270选用钢筋2 202 20+1 162 203 143 142 20+1 162 20+1 162 20+1 163 143 143 143 223 142 223 223 142 223 142 223 222 22 223 252 22 2 18+1 252 222 18实际钢筋面积/mm²628829628461461829829829461461461114046176011404617604617601140760760147376010007602.5
