工程名称：图书馆钢筋明细表编制日期：2012-04-25第1页共230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16122282.193500.004789.17783572.03115.7145.657164362.19378.948124.607164362.19378.948124.607164362.19378.948124.607103272.07856.10634.59212600+10*d4320.7223.0420.4551254*d+38*d4321.10435.32831.36584320.9931.6812.5104000+200+60+200+60484.5236.1622.294107000+200+60+200+608167.52120.3274.1828240-60-60+12.5*d36720.2215.846.25钢筋总重：12010.715Kg总根数单长m总长m总重kg构件名称：KZ-2[243]构件数量：19本构件钢筋重：43.939Kg构件位置：<2+7500,C+11399>;<2+15000,C+11399>;<2+22500,C+11399>;<2+34500,C+3000>;<2+34500,C>;<2+30000,C>;<2+30000,C+2999>;<2+22500,C+3000>;<2+22500,C>;<2+15000,C+3000>;<2+15000,C>;<2+7500,C+3000>;<2+7500,C>;<2,C>;<1,C>;<1,B>;<2+7500,D>;<2+15000,D>;<2+22500,D>全部纵筋插筋.13700/3+850-40+max(6*d,150)箍筋.12*((500-2*20)+(500-2*20))+2*(11.9*d)构件名称：KZ-1[291]构件数量：9本构件钢筋重：45.379Kg构件位置：<1,B+8400>;<1+4500,B+8400>;<2+34500,C+11399>;<2+30000,C+11399>;<2,C+3000>;<2,D>;<1,D>;<2+34500,D>;<2+30000,D>B边插筋.13700/3+850-40+max(6*d,150)H边插筋.13700/3+850-40+max(6*d,150)角筋插筋.13700/3+850-40+max(6*d,150)箍筋.12*((500-2*20)+(500-2*20))+2*(11.9*d)构件名称：楼梯构造柱[1819]构件数量：8本构件钢筋重：8.04Kg构件位置：<1,B+6400>;<1+4500,B+2680>;<1,B+2680>;<1+4500,B+6400>;<2+34500,C-2680>;<2+29999,C-2680>;<2+29999,D+2000>;<2+34500,D+2000>插筋.1构造柱预留筋.1箍筋.12*((200-2*25)+(300-2*25))+2*(11.9*d)构件名称：外墙[1250]构件数量：2本构件钢筋重：51.363Kg构件位置：<1,B+8400><2+34500,C+11400>;<1,D><2+34500,D>砌体加筋.1砌体加筋.2砌体横筋.1构件名称：外墙[1251]构件数量：2本构件钢筋重：27.273Kg构件位置：<1,D><1,B+8400>;<2+34499,D><2+34499,C+11400>工程名称：图书馆钢筋明细表编制日期：2012-04-25第2页共230页10488.8871.0443.799102500+200+60+200+60243.0212.087.4488240-60-60+12.5*d19380.228.363.2998288.78870.30427.7418240-60-60+12.5*d8320.227.042.77887400+200+60-60+60227.6615.326.0458240-60-60+12.5*d880.221.760.69485720-60+60-60+60225.7211.444.5148240-60...
