These steel beam connections detail framing configurations using Grade 50 plates matching the beam web thickness with a minimum of one-half inch. Beams connect to columns and girders utilizing one-inch diameter A325SC Class A bolts per typical connection schedules in each row. Top and bottom plates measuring one-half inch thick weld to the column web with one-quarter inch fillet welds on three sides where indicated. Stiffener plates weld to the top and bottom plates with one-quarter inch fillet welds, while maintaining specified clearances and tolerances at column centerlines.
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