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文章指出在大跨度结构山墙抗风柱设计中，不能把薄钢截面本身视为一弹性支座，而应将抗风柱上端视为自由端，通过在抗风柱中上部设置支点，保证建筑物安全。
The article points out that in the long-span structural gable wind-up column design, the thin steel section itself can not be regarded as a flexible support, but the upper end of the wind-up column should be regarded as a free end. By setting a fulcrum in the upper part of the wind-proof column, Material safety.