JeremyBraggPE
Structural
- Aug 10, 2005
- 7
I've seen threads for cantilevered columns, but all information I have come across such as AISC Design Guide 1 seems to be specific to wide flange columns. Also, I have found an article for pipe column base plates, but it was for gravity loading. Is there any sort of guide to design a base plate for a round hollow section that is subjected to moments?