An angle section spans between an edge or braced beam and an interior steel beam with minimum three-eighths-inch stiffener plates welded to the webs. The angle size is specified as L4x4x3/8 for spans under or equal to ten feet and L5x5x3/8 for spans under or equal to fifteen feet. Connections are made using typical quarter-inch fillet welds with specific minimum dimensions and clearances. The steel deck and edge plate are omitted for clarity and require coordination with standard deck edge details.
STIFFENER PLATE (3/8" MINIMUM) EDGE BEAM OR BRACED BEAM L4X4X3/8 FOR L< = 10FT L5X5X3/8 FOR L< = 15 FT INTERIOR BEAM STIFFENER PLATE (3/8" MINIMUM) CL BEAM CL BEAM STEEL DECK AND EDGE PLATE NOT SHOWN FOR CLARITY. SEE TYPICAL EDGE OF STEEL DECK DETAILS NOTES: 1. SEE PLAN FOR LOCATIONS OR SPACING 1" CLEAR 1" MAXIMUM L 1/4 TYP 1/4 3" MIN TYP 1/4 1" MIN TYP Kdet
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