A steel beam connects to a structural steel column utilizing a complete joint penetration weld at the flanges and a shear tab at the web. A doubler plate is required at specific tower levels with top and bottom fillet welds. Inspection requirements specify magnetic particle and ultrasonic testing in accordance with structural welding codes. Additional reinforcement includes specified plate sizing and end preparation details.
X 7 1/4 1/4 T&B 1/4 1/4 END PER 2/3.S-510, "w"=5/8*t flange_PL OR CJP 3/16 3/16 CJP, SFRS MT + UT MT + UT GIRDER PER PLAN GIRDER PER PLAN WELD PER AWS D1.8 CLAUSE 4.3, TYP 5/16 T&B DOUBLER PLATE REQ AT LVL TOWER 01 -TOWER 03 SHEAR TAB
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