Nov 26, 2008 #1 azral Structural Nov 18, 2008 9 Can anybody help me find example for "tee" connection on HSS columns? How you design "tee" under reversible axial load?
Can anybody help me find example for "tee" connection on HSS columns? How you design "tee" under reversible axial load?
Nov 26, 2008 #2 agostage Structural Nov 25, 2008 29 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. Upvote 0 Downvote
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.
