Hi desertfox,
for a bolt group of 4 CSK screws, there is a 54 kN force acting on it. Plates are A36 steel & screws are Gr. 8.8. I have a gut feel that governing failure won't be pull through, but I am just not familiar with the case of countersunk bolts.
Hello World.
We have this scenario as shown below. Given the thickness of the plate & diameter of the bolt. I am not worried much about the pull-through of the connection, but I have to show proof / document that it will not fail. Is there a code showing this ? I know there is this formula in...