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Question: 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: Design the fillet welds parallel to the applied load to develop the full allowable tensile load of the 6-in.-by- 3/8 -in. ASTM A36 steel plate shown. The electrode is an E70.

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