设计人员使用ＰＫＰＭ程序对配筋结果进行合理调整时，经常会遇到剪力承载力的问题。抗剪钢筋由箍筋及弯起钢筋组成。在框架梁中宜优先采用箍筋作为抗剪钢筋，特别在抗震框架中，一般不设置弯起钢筋。但当设计中用到弯起钢筋时，用ＰＫ进行施工图绘制时就要注意了。现举一个简? When designers use the PKPM program to make reasonable adjustments to the reinforcement results, the problem of shear capacity is often encountered. Shear reinforcement consists of stirrups and bent steel bars. In the frame beam, stirrups should be used preferentially as shear reinforcements. In the anti-seismic frame, bending steel is generally not provided. However, when curved rebars are used in the design, attention should be paid when using PK to draw construction drawings. Now give a simple?