Top and bottom connection plates match the beam flange thickness with a one-half-inch minimum and match the steel grade of the beam. The beam web connects via a shear plate with five-sixteenth-inch typical welds and fasteners per the typical beam connection schedule. Complete joint penetration welds are specified for both top and bottom plates and flanges. Cantilever beams must match the size of the back span beam unless noted otherwise.
TYPICAL MOMENT CONNECTION TO COLUMN DETAILS 5 TYP. C.P. T&B PLATES TYP. C.P. T&B FLANGES PER TYPICAL BEAM CONN. SCHEDULE TOP & BOTTOM PLATES SHALL MATCH BEAM FLANGE THICKNESS AND SHALL BE 1/2" THICK MINIMUM (PLATE SHALL MATCH SAME GRADE OF STEEL AS BEAM) PROVIDE PLATE 1/2" MINIMUM, SEE TYPICAL BEAM CONNECTION SCHEDULE TOP & BOTTOM PLATES SHALL MATCH BEAM FLANGE THICKNESS AND SHALL BE 1/2" THICK MINIMUM (PLATE SHALL MATCH SAME GRADE OF STEEL AS BEAM) TYP 5/16 FOR SHEAR PLATE, WELDS AND FASTENERS, SEE TYPICAL BEAM CONNECTION SCHEDULE NOTE: CANTILEVER BEAM SHALL BE THE SAME SIZE AS THE BACK SPAN BEAM UNLESS NOTED OTHERWISE TYP. C.P. T&B PLATES TYP. C.P. T&B FLANGES BEAM TO COLUMN FLANGE BEAM TO COLUMN WEB TSG102 5/16 TYP. 2" 3" SEE TYPICAL BEAM CONNECTION SCHEDULE 2" 3" 5"
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