A座5层叠合板A座5层板板筋小计：角筋小计：附加筋小计：合计：三级Φ8（m）三级Φ10(m)2454.366.185.2475.75188.62996.15273.8X向E-FX向D-EY向5-8Y向8-10板筋小计：B座5层板板筋小计：角筋小计：附加筋小计：合计：三级Φ8（m）三级Φ10(m)3744.366.185.2475.05549.44285.45634.6B座5层叠合板X向N-PX向M-N(13-15)Y向13-14Y向14-15X向M-1/N(9-13)Y向9-13板筋小计：A座5层梁合计：三级Φ8（m）118.72三级Φ25（m）118.51B座5层梁合计：三级Φ8（m）118.72三级Φ25（m）118.51D座2层梁合计：首层电梯梁合计：三级Φ8（m）87.66三级Φ25（m）178.92三级Φ10(m)三级Φ25（m）三级Φ16(m)21370.5942.5部位A座5层板B座5层板三级Φ8（m）三级Φ10(m)三级Φ25（m）2996.15273.84285.45634.6三级Φ16(m)A座5层梁B座5层梁D座2层梁首层电梯梁总计：单位重量：总重：系数计算后每种钢筋总重118.72118.7287.667606.70.3953004.64651.13305.111152131121.40.617691.90381.1761.09418118.51118.51178.9270.59486.533.851873.14051.12060.4545542.542.51.5867.151.173.865三级Φ8（m）333.7901.6412.7806.32454.3角部三级Φ8（m）三级Φ10(m)X向66.1Y向85.2角筋小计：66.185.2附加筋三级Φ8（m）三级Φ10(m)X向95.9Y向379.85188.6附加筋小计：475.75188.6三级Φ8（m）333.7901.6412.7806.36526383744.3角部三级Φ8（m）三级Φ10(m)X向66.1Y向85.2角筋小计：66.185.2附加筋三级Φ8（m）三级Φ10(m)X向283.8Y向191.25549.4附加筋小计：475.05549.4三级Φ14(m)三级Φ6(m)199.733.96三级Φ14(m)三级Φ6(m)合计总重199.7199.71.21241.6371.1265.800733.9633.960.2227.539125886.016921.18.2930326474.61861