rb1957, SparWeb, and Burner2K thanks for the replies.
I had not seen the Flabel example before, but it directly addresses my question. I appreciate you bringing it to my attention. I need to confirm, but I think Flabel uses the shear buckling equation for a simply supported plate---this is...
I'm looking at shear doubler which is intended to make an existing skin panel shear-resistant. To reach the desired non-buckling shear capacity, the doubler and the existing skin will need to act as one monolithic piece. How does one generally calculate the field rivet spacing required to...
