Thanks for the help. As a follow-up, after I posted this yesterday I downloaded a file off the SteelTools website which ignored the Nu force, as you recommended. It would increase the tension in the bolt, but I am no longer worried about this, since PCI recommends to assume 0.2*Vu (or 20% of...
New to column and found this older post in research and looking for help. I am wondering if any of you know how to analyze the angle support given in the thread linked below.
Link
I am looking to design a new steel angle as a seat angle connection into an existing concrete beam to support form...
New to column and found this older post in research and looking for help. I am wondering if any of you know how to analyze the angle support given in the thread linked below.
Link
I am looking to design a new steel angle as a seat angle connection into an existing concrete beam to support...
