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在比较计算中，我计算了具有夹紧基点的单面框架。 轴承上的框架手柄的夹紧力矩明显低于支架的静力学或框架公式的手动计算。 有解释吗？
The reason for this deviation of moments and other internal forces and deformations is the consideration of shear stiffness of members. This option is selected in RFEM and RSTAB by default. However, you can unselect it in the Calculation Parameters dialog box.
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