I am struggling with how to calculate the yield strength of a weld.
The leg is 2x2x1/4 angle and is 16.25 inches tall. It is welded to 2x2x.08 tubing. The material is 1018 steel.
The part is constrained in the horizontal. Force is only applied at the bottom edge. 3/16 fillet welds all around...
I am working in a new assembly using legacy parts and subassemblies. These parts were created in SDRC I-Deas.
When I bring the JT subassemblies into my new assembly the parts are positioned incorrectly. I've checked to be certain that the position of the parts isn't a remnant of an old config...
