Two intersecting wide-flange steel framing members are joined at a mitered corner with complete joint penetration welds at the top flange, bottom flange, and web. A three-eighths-inch-thick full-height web stiffener is provided on each side of each web to reinforce the mitered intersection.
CJP AT TOP AND BOT FLANGE, WEB 3/8" FULL HT WEB STIFFENER EA SIDE EA WEB WF PER PLANS
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