thank you! yes I believe this is correct, I will try to calculate per rivet. due to construction schedule I had to provide a bolster to the column but I am going to continue looking into this. it wouldn't hurt to look up rivets since all I've worked with 4 years out school are bolts
Hello, I am looking for help in trying to figure out how to analyze the effect of the eccentric load on the rivets of a built-up section.
If you are able to see below, on the left side of the W36 beam there is a large room which cannot be disturbed. To strengthen the built-up girder that is...
