构件名称构件数量11111钢筋级直径单构比重别（mm）根数（Kg/m）上部钢筋2级1822钢筋名称支座负筋支座负筋支座负筋下部钢筋下部钢筋下部钢筋抗扭腰筋构造腰筋箍筋箍筋2级2级2级2级2级2级2级2级1级1级1820181620181212882212331122.46821.582.46820.8880.8880.3950.395WKL1(2A)111111计算式（长度m）17-0.025*2-0.02*2+1.4*36*0.018+15*0.018*20.8-0.025+8.5/3+0.52*8.5/3+0.56.2/3+0.5-0.025+15*0.0180.8-0.025+36*0.0168.5+36*0.02*26.2+0.5+36*0.018+15*0.0188.5+36*0.012*26.2+12*0.012*2（0.8+0.25-0.17*4+11.9*0.008）*2*[（0.8-0.05）/0.1【取整】+1）+（（2*0.8+1.4*36*0.018[钢筋搭接区(0.65+0.25-0.17*4+11.9*0.008)*2*[(2*0.65/0.1+1)*2【加密区取整】+（6.2-0.65*2-0.05*2）/0.2【非加密长度（m）18.3574.1086.1672.812合计（Kg）73.4316.4330.445.62筋搭接区加密]）/0.1【箍筋加密区取整】+1）*2+（8.5-0.05*2-2*0.8*2-1.4*36*0.018）/0.2【箍筋非加密区取整
【非加密区取整】-1]筋非加密区取整】-1]
