Calculate the minimum main plate thickness for the joint of Problem so that the plates, which are 7 in. wide, will have a capacity equal to the shear capacity of the .-diameter A325-N high-strength bolts in standard holes. The plates are equivalent to A992 steel.
Problem
Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard holes for all bolts connections.
Compute the allowable tensile load for the double-shear butt joint shown. The plates are equivalent to A992 steel. The bolts are .-diameter A325-N high-strength bolts in standard holes.
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