Structural steel connection details for beam framing conditions at a column web and a column flange. The beam web connects using a plate and bolts sized per schedule, detailed with a maximum one-half inch clearance and typical three-inch bolt spacings. A five-sixteenth inch fillet weld attaches components, accompanied by a three-quarter inch stiffener plate which is omitted at special moment resisting frame continuity plates where they occur. Cap plates and additional connection plates are provided per schedule with specific edge and spacing dimensions.
"E" "E" BM WHERE OCCURS PL TO COL, TYP SEE SCHED 1/4 5/8" CAP PL UON PL “tp” & BOLTS SEE SCHED TYP 3/4" STIFF PL (OMIT AT SMRF CONTINUITY PL WHERE OCCURS) BM TO COL FLANGE BM TO COL WEB 2 1/4" 1 3/4" MAX 1/2" TYP 3" TYP 1 3/4" k1 5/16 5/16 TYP "E" "E" PL TO COL, TYP SEE SCHED GL GL LO S1.2.2 / 12 LO S1.2.2 / 12 LO S1.2.2
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