A W6 beam connects to a supporting beam web using a one-quarter-inch plate welded with a one-quarter-inch fillet weld and two three-quarter-inch high-strength bolts typically. A W6 beam connects to a hollow structural section column using a three-eighths to seven-sixteenths-inch plate through a slot in the column web, secured with two three-quarter-inch high-strength bolts typically and one-quarter-inch fillet welds.
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