Hey everyone,
I'm working on a bit of a situation here. I've got a ridge beam in a building that's already up. It's about 9.5 inches by 3.5 inches and it's bending more than it should. I was thinking about adding a steel plate, but that won't work because it'll get in the way of the rafters...
Hi guys,
I'm currently working on a project where the client has requested the removal of a steel column, and I am tasked with designing a rigid connection to replace it. The project involves connecting two steel beams at point 2, with a span of 8.2 feet from point 1 to point 2 and a sloped...
