I have a few questions regarding the fabrication of single angle welded steel trusses that I hope members can help with, offer some advice or comment from past experience:
1. The South African Institute of Steel Construction Greenbook (structural steel connections) suggests that when fabricating...
Good day all
I've got a question which is a bit difficult to formulate and hopefully isn't stupid, but here goes...
If I have two beams that join at an angle in plan, can I transfer moment between them where they join? Say for example I have two beams each supporting a floor load that join at...
