A seated beam-to-beam connection configured with top and bottom flange plates and a central web plate. The web plate thickness is designated as tw, with half-thickness dimensions tw/2 applied across the connection profile. Continuous welds secure the plates to the members at the contractor's option. All plate sizes and dimensions must match the AISC standard sizes called out on the structural drawings.
AT CONTRACTOR'S OPTION (CONTINUOUS) 0 0 NOTES: 1. ALL PLATE SIZES AND DIMENSIONS SHALL MATCH AISC STANDARD SIZES CALLED OUT ON DRAWINGS. WEB PLATE FLANGE PLATE FLANGE PLATE NOTE: tw/2 = WEB PLATE THICKNESS DIVIDED BY 2 DEPTH WIDTH tw/2 tw/2 CONTINUOUS tw/2 tw/2 C:\Users\eagnes\Documents\19001941- 2111 University Plaza Phase 2_R20_eagnes.rvt NTS 11 SEATED BEAM TO BEAM CONNECTION
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