When using WEB SIDE PLATE design, how limcon check support member girder web yielding?
When using WEB SIDE PLATE design, how limcon check support member girder web yielding? the detail design show that "informative check", which not giving failure warning if the forces is more than the capacity. Limcon has a value of capacity in the detail…
RE: Microstran Integrated Connection Design
I don't see any way to precisely model a beam to girder connection with a sloped girder in Microstran (with Limcon) or using Ram Connection. It's fine to model beams that are sloped slightly into a flat girder, but not where the girder is sloped. If you…