A structural steel column is welded to an ASTM A36 steel base plate of dimensions T by B by N, sized per the project schedule. Four anchor bolts secure the plate at the corners, while a typical grout hole is provided. The column flanges and web are welded to the base plate with five-sixteenth-inch fillet welds typical at the flanges and web. Additional five-sixteenth-inch fillet welds apply typically on four sides at the hollow structural section column.
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