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Q235冷弯薄壁卷边槽钢梁承载力计算方法
Calculation method for load-carrying capacity of Q235 cold-formed lipped channel beams
【摘要】 在分析比较GB 50018—2002冷弯薄壁型钢结构技术规范和GB 51022—2015门式刚架轻型房屋钢结构技术规范的基础上,对卷边槽钢梁极限受弯承载力计算方法进行了探讨和比对分析。计算结果表明:按GB 50018—2002冷弯薄壁型钢结构技术规范计算冷弯薄壁卷边槽钢梁是可行的,经试验验证,偏于安全。
【Abstract】 Based on the contrast analysis of Technical Code of Cold-formed Thin-wall Steel Structure(GB 50018—2002) and Technical Code for steel Structure of Light-weight Building with Gabled Frames(GB 51022—2015),analysis and discussion are mentioned about the ultimate load-carrying capacities of cold-formed thin-wall steel lipped channel beams. The results showed that,it is relative safety in calculation the simply supported lipped channel beams according to Technical Code of Cold-formed Thin-wall Steel Structure(GB 50018—2002).
【关键词】 冷弯薄壁卷边槽钢梁;
有效宽度法;
极限承载力;
【Key words】 cold-formed thin-wall steel lipped channel section beams; effective width method; ultimate load-carrying capacities;
【Key words】 cold-formed thin-wall steel lipped channel section beams; effective width method; ultimate load-carrying capacities;
【基金】 嘉兴学院SRT项目《CD8517193032》和《CD8517193033》
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2020年11期
- 【分类号】TU392.1
- 【被引频次】2
- 【下载频次】169