I tried what you said, and when I want to compare it to the answer that SolidWorks calculated for me, there is a difference of almost 3 times even more.
Is there perhaps an explanation why?, The problem is very simple, there is nothing too complicated here
Hello everyone,
I’m working on a welded connection between a rectangular hollow section (RHS) beam and a flat rectangular plate.
The RHS is fixed on one end, and on the other end, a flat plate is fillet-welded around its perimeter (full weld) to the open face of the RHS.
The flat plate is...