Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard holes for all bolted connections.
Rework Problem 19-4 assuming a bearing-type connection with bolt threads excluded from the shear plane (A325-X).
Problem 19-4
Compute the allowable tensile load for the double-shear butt joint shown. The plates are equivalent to A992 steel. The bolts are -in.-diameter A325-N high-strength bolts in standard holes.
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