I'm a licensed SE and hold an active license in 12 states. When I was eligible to sit for the exam, they did not offer the SE1 (PE) and SE2 (SE) anymore. I passed the 16-hour SE exam. I have applied for 3 states (Oregon, Washington, and California) and have been denied an SE license by comity...
Hello all. I've been working on base plate design using the 13th Ed. for HSS square tubes and round steel pipe members with axial compression loading only. I understand the adjustments of the m and n for the cantilevered projection of the plate, but how do I check the plate stresses occurring...
I know this is more of an architectural problem, but unfortunately I have to deal with it. I wasn't sure where to post it. The problem is that the architect wants to use split face CMU at the main entry system. There is a large curtain wall system attaching to the wall. The problem is how to...
Hello all. I need some assistance with stability bracing. I have a condition in a very long clerestory where a cantilevered masonry wall is bracing the other clerestory wall. It is braced by the steel joists, but the problem is with the brace force. According to the AISC 13th ED in Appendix...
