Sorry, I've been on vacation and forgot to check back!
Thanks all for the replies. It definitely is a problem more in the western states as most of my licenses are midwest and east. It sounds like I'll have to go back and take the Civil PE exam, even though I primarily work on vertical...
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...
271828,
For the DG1, see the last sentence in section 3.1.3.
Also, I would be interested in knowing how to do a YLA for this situation. I really don't know where to start. Any good references? Thanks.
csd72,
I also couldn't find it and I would be very interested in reading it.
As far as this topic goes, there are very few sources that address it, probably due to the rarity that the column would be large and the baseplate would be slightly larger. From what I do know about yield line...
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...
It's a very unique situation. I probably should have provided more information and I'll try to head you in the right direction with the problem.
What I have is a clerestory above a gym that is about 10' tall. The clerestory is supported on one side by a masonry wall that goes down 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...
