Dear All:
First of all my apologies as I happen to first post this question on an other forum and on second thoughts thought this might be the correct one to post in.I apologize if I have made some of you mad as I have posted the same question twice. Part of the reason is I am kinda desperate...
Dear All:
Got a question regarding doubler plate design at a coped beam section subjected to shear loads. I have two questions:
1) How does one take into account that the doubler plate is a 36 ksi steel vs the 50 ksi steel beam? I would think that this would be a straight forward equation...
