Steel framing connections include two-sided beam-to-beam and beam-to-column flange connections for members with equal and differing depths. Shear tabs welded to the supporting girder web connect to incoming beams via bolted webs, with shear plate thicknesses sized to the web plus one-quarter inch. Continuity plates are specified at top and bottom flanges based on beam flange sizes, with specific cope dimensions adhering to AISC standards. Additional details cover WT sections matching flange widths and optional web connections.
BEAM TO COLUMN FLANGE CONNECTION D (SAME BEAM DEPTH) BEAM TO BEAM CONNECTION (TWO SIDED CONNECTION) F BEAM DEPTH DIFFERENCE > 1" BEAM DEPTH DIFFERENCE < 1" TO STEEL No & SIZE OF BOLTS (SEE NOTE 3) 2ND ROW OF BOLTS AS REQUIRED (SEE NOTE 3) CONTINUITY PLATES (SEE DETAIL "E") USE LARGER OF TF1 OR TF2 SHEAR TAB THICK = WEB +1/4" NOTE: WELD BACKUP PLATES NOT SHOWN FOR CLARITY TO STEEL NO & SIZE OF BOLTS (SEE NOTE 3) FOR BOLT SPACING AND EDGE DISTANCE SEE AISC SPECIFICATIONS, TYP SHEAR TAB (SEE NOTE 3) GIRDER (SEE PLAN) WT TO MATCH FLANGE WIDTH OF BEAM TF2 TF1 3" MIN TYP 2" SHOWN ON PLAN THUS: SHOWN ON PLAN THUS: 2'-0" 1/4 WT TO BEAM SEE NOTE 3 1" MAX . SEE NOTE 3 CP T&B FLANGES, TYP M CP T&B FLANGES, TYP SEE NOTE 3 TYP M DETAIL PLAN CONTINUITY PLATE DETAIL E COLUMN WEB FLANGE COPE CONTINUITY PL - NO WELD 1/2" PER AISC "k1" 1 1/2" PER AISC "k" CONTINUITY PL'S BOTH SIDE OF WEB (THICKNESS BASED ON BEAM FLANGES) OPTIONAL TYP AT WEB tPL 2 CP TYP AT FLANGE
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