[請益] 請問鋼結構的拉彎梁柱
各位版上的工程界前輩大家好
最近做一份鋼結構的作業有設計到一隻受拉力的梁柱
想請問各位前輩們是否只需考慮此梁柱的拉力效應及梁效應
還是必須依造受壓梁柱一樣考慮到受軸力影響的二次效應
由於小弟所買的參考書與學校的講義都沒有受"拉"梁柱的例題
還請各位前輩不吝指導~謝謝!!!
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