1.孔洞一侧补强钢筋计算基本数据输入fyv=210fyd=360b=V1=125α=35h=a=35ft=1.43fc=计算结果3214602.弦杆箍筋基本数据输入V=120M=100β=lh=190230hh=170hc=265ht=中间数据108.00164.4536164.45223当Nc取2230.410.6226.46<0取计算结果11.39.93.受压弦杆纵筋1026046.020163.50.339-1.390555737-149.94.受拉弦杆纵筋17107.6791.915500.740295820070014.30.90.55230sc=50265st=5023.68227
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