构件钢筋明细表厂房算量构件名称级别直径钢筋简图计算式根数长度总长KZ1[1,-0.2/D]2256.bmp4.5204.59017.34187.bmp362.414486.9180.95188.bmp1441.5904229.0180.626KZ1A[-0.2/10,-0.2/D]22210.bmp4.544.51813.42821811.bmp4.5124.5548.9891812.bmp362.414486.9180.951813.bmp721.6294117.3170.6411814.bmp(540+2*8+2*11.9*8)/10001440.7464107.4820.294KZ2[2,D]22016.bmp4.544.51811.09821617.bmp4.5+1.4*31*0.016125.19462.3288.1981818.bmp372.7144100.4331.0681819.bmp371.926471.2770.7581820.bmp(690+2*8+2*11.9*8)/1000370.896433.1670.3531821.bmp371.701462.9520.6691822.bmp(540+2*8+2*11.9*8)/1000370.746427.6170.294工程名称:单重(kg)[4层]构件数量：1合计：471.123(540+540+540+540+4*2*8+2*11.9*8)/1000(103+540+103+540+2*25+4*2*8+2*11.9*8)/1000[4层]构件数量：1合计：284.231(540+540+540+540+4*2*8+2*11.9*8)/1000(129.5+540+129.5+540+2*18+4*2*8+2*11.9*8)/1000[4层]构件数量：1合计：259.02(540+690+540+690+4*2*8+2*11.9*8)/1000(130+690+130+690+2*16+4*2*8+2*11.9*8)/1000(167.5+540+167.5+540+2*16+4*2*8+2*11.9*8)/1000KZ2C[9,D]22024.bmp4.544.51811.09821625.bmp4.5+1.4*31*0.016125.19462.3288.1981826.bmp372.7144100.4331.0681827.bmp371.926471.2770.7581828.bmp(690+2*8+2*11.9*8)/1000370.896433.1670.3531829.bmp371.701462.9520.6691830.bmp(540+2*8+2*11.9*8)/1000370.746427.6170.294KZ2A[1,C]22032.bmp4.584.53611.09821633.bmp4.5+1.4*31*0.01665.19431.1648.1981834.bmp372.7144100.4331.0681835.bmp372.021174.7810.7951836.bmp371.701462.9520.6691837.bmp(540+2*8+2*11.9*8)/1000370.746427.6170.294KZ2B[10,C]22039.bmp4.584.53611.09821640.bmp4.5+1.4*31*0.01665.19431.1648.1981841.bmp372.7144100.4331.0681842.bmp372.021174.7810.795[4层]构件数量：1合计：259.02(540+690+540+690+4*2*8+2*11.9*8)/1000(130+690+130+690+2*16+4*2*8+2*11.9*8)/1000(167.5+540+167.5+540+2*16+4*2*8+2*11.9*8)/1000[4层]构件数量：1合计：242.558(540+690+540+690+4*2*8+2*11.9*8)/1000(173.3+690+173.3+690+2*20+4*2*8+2*11.9*8)/1000(167.5+540+167.5+540+2*16+4*2*8+2*11.9*8)/1000[4层]构件数量：1合计：242.558(540+690+540+690+4*2*8+2*11.9*8)/1000(173.3+690+173.3+690+2*20+4*2*8+2*11.9*8)/10001843...
