工程名称：马鸣乡卫生院钢筋明细表编制日期：2011-01-10第1页共51页0楼层名称：基础层（绘图输入）筋号级别直径钢筋图形计算公式根数121300-40-409181.2221.9619.496121300-40-409181.2221.9619.49612900-40-407140.8211.4810.19212900-40-407140.8211.4810.192121600-40-40111101.52167.2148.443121600-40-40111101.52167.2148.443121000-40-407700.9264.457.175121000-40-407700.9264.457.175121700-40-40121921.62311.04276.147121700-40-40121921.62311.04276.147121000-40-4071120.92103.0491.481121000-40-4071120.92103.0491.481钢筋总重：1205.869Kg总根数单长m总长m总重kg构件名称：DJ-1[1234]构件数量：2本构件钢筋重：29.689Kg构件位置：<1,E>;<1,A>DJ-1-1.横向底筋.1DJ-1-1.纵向底筋.1DJ-1-2.横向底筋.1DJ-1-2.纵向底筋.1构件名称：DJ-2[1255]构件数量：10本构件钢筋重：41.124Kg构件位置：<6,E>;<6,C>;<6,B>;<6,A>;<7,E>;<7,C>;<7,B>;<7,A>;<5,A>;<4,E>DJ-2-1.横向底筋.1DJ-2-1.纵向底筋.1DJ-2-2.横向底筋.1DJ-2-2.纵向底筋.1构件名称：DJ-3[1288]构件数量：16本构件钢筋重：45.953Kg构件位置：<2,E>;<2,C>;<2,B>;<2,A>;<3,E>;<3,C>;<3,B>;<3,A>;<1,C>;<1,B>;<5,E>;<4,C>;<4,B>;<5,C>;<5,B>;<4,A>DJ-3-1.横向底筋.1DJ-3-1.纵向底筋.1DJ-3-2.横向底筋.1DJ-3-2.纵向底筋.1工程名称：马鸣乡卫生院钢筋明细表编制日期：2011-01-10第1页共51页0楼层名称：首层（绘图输入）筋号级别直径钢筋图形计算公式根数1812870-12870/3-308808.556841366.352188804.963397.04793.123810110101.5721587.72626.491819819800.5461081.08426.5792012870-12870/3-308328.55273.6674.741208324.958158.656391.271101325281.625858528.9911026010400.598621.92383.4391612870-12870/3-302288.55239.4377.8551612870-12870/3-302288.55239.4377.8551812870-12870/3-304568.55478.8956.446162284.967139.076219.509162284.967139.076219.509184564.963277.928555.186810114141.5722222.81877.088钢筋总重：14115.043Kg总根数单长m总长m总重kg构件名称：KZ-2[767]构件数量：10本构件钢筋重：321.254Kg构件位置：<2,E>;<3,E>;<4,E>;<5,E>;<6,E>;<2,A>;<3,A>;<4,A>;<5,A>;<6,A>全部纵筋.1全部纵筋插筋.112870/3+600-40+max(6*d,150)-(1*2.08)*d箍筋.12*((400-2*30)+(400-2*30))+2*(11.9*d)+(8*d)-(3*1.75)*d箍筋.2(400-2*30)+2*(11.9*d)+(2*d)构件名称：KZ-3[777]构...
