Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard holes for all bolted connections.
Two ASTM A36 steel plates, each 12 in. by -in.-diameter A325-N high-strength bolts. The connection is subjected to an axial tensile load of 100 kips. Calculate the number of bolts required for the connection and sketch the bolt layout pattern.
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