求助，此处箍筋数值怎么计算出来的

50.3x2x100/150=67.07

这是软件计算出来的，不是你算的。

ABCD分别代表一级钢、二级钢、三级钢、四级钢
一级：HPB235 标准值235MPa设计值210MPa
二级：HRB335标准值335MPa设计值300MPa
三级：HRB400标准值400MPa设计值360MPa
四级：RRB400标准值400MPa设计值360MPa，现在，直接就是用钢筋的屈服强度表示
HPB300 HRB400 HRB500
这样表示的，当然抗震构件中用的带E钢筋就是HPB300E 诸如此类。

计算报告没有通过，就改箍筋直径和间距。

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根据计算得出的内力进行箍筋配筋。软件一般可以计算得出结果

非加密区箍筋计算面积不小于加密区的一半而且还需要满足非抗震构造要求~