Sep 22, 2017 #1 mjr6550 Structural Jun 27, 2006 69 I saw that this I-beam (24 inch deep) shifted out of plumb by about 2 inches. Then I looked at the other side and saw that it was well braced http://files.engineering.com/getfile.aspx?folder=a4ac69fa-ab2b-41a1-a865-5fe40a7f6872&file=P9211750_(1024x683).jpg
I saw that this I-beam (24 inch deep) shifted out of plumb by about 2 inches. Then I looked at the other side and saw that it was well braced
Sep 22, 2017 #2 hokie66 Structural Jul 19, 2006 22,667 Not sure what the problem is, but it looks like the cap plate on the supporting column was not level. Upvote 0 Downvote
Not sure what the problem is, but it looks like the cap plate on the supporting column was not level.
Sep 23, 2017 Thread starter #3 mjr6550 Structural Jun 27, 2006 69 The plate looked level. The web buckled near the bottom flange. Upvote 0 Downvote
Sep 29, 2017 #4 Toby43 Structural Mar 9, 2017 114 Beam over column without stiffener or bracing at column cap plate level. "Station Square" anyone? Upvote 0 Downvote
