支架在降落的时候会支撑在一个架柱上。
采用有限元法对冷弯薄壁型钢住宅墙架柱在竖向荷载作用下的承载力进行了分析。
Authors adopted finite element method (FEM) to study the bearing capacity of the studs of cold-formed thin-walled steel residence under vertical load.
随着墙架柱间距缩小、墙体高度减小、自攻螺钉间距加密，墙体抗剪承载力明显增加。
With the decrease of stud spacing and height, screws spacing, the wall's load capacity increases obviously.
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