I am working on a project that involves the design of a connection subject to shear and withdrawal loading. I want to check the capacity of the lag bolt in tension. I am using the AISC 13th edition and am unsure which section to use. I have found threads on this forum that reference using...
I am working on an old masonry building where the wood joists are pocketed into the masonry wall. I have several joists that are rotten at the bearing points. The joist are simple span 15'-9" from wall to wall and are uniformly top loaded by a roof top terrace. The joists have approximately 3"...
