A structural steel seated beam to beam connection detail shows the arrangement of flange plates and a web plate welded to the structural members. Plate sizes and dimensions match AISC standard sizes called out on drawings, with web plate thickness divided by two represented as tw/2. Continuous welds are specified at the plate junctions, with options available at the contractor's discretion.
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:\Revit Local Files\19001941- 2111 University Plaza Phase 2_R20_Joseph.M.Gulden.rvt NTS 11 SEATED BEAM TO BEAM CONNECTION
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