Rework Problem assuming that both plates are 12 mm thick and that the smaller plate is 150...

Rework Problem assuming that both plates are 12 mm thick and that the smaller plate is 150 mm wide. Use a 10-mm fillet weld.

Problem

Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard holes for all bolts connections.

Design the fillet welds parallel to the applied load to develop the full allowable tensile load of the 6-in.-by-. ASTM A36 steel plate shown. The electrode is an E70.