Determine the maximum vertical load pu that can be applied to the bolt group shown. 2. If pu = 180 kips, what is the minimum thickness of the plate required based on: a) shear yielding of the plate along section 1-1 b) shear rupture of the plate along section 2-2 c) flexural yielding of the plate just before section 2-2 d) flexural rupture of the plate due to bending at section 2-2
Answers
Answered by
0
hope you would like this ans........
Attachments:
Similar questions