hss vertical brace connection

发表于 2009-9-9 18:10:00 | 显示全部楼层 |阅读模式

hss vertical brace connection
can anybody help me find example for "tee" connection on hss columns? how you design "tee" under reversible axial load?

i would assume using k2 in black book would be applicable. you'll have to check the limits of applicability to make sure your step isn't too much.

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