A bolted top chord splice and web member connection for a structural steel truss joins top chord members at a spliced joint secured with bolted splice plates. Double angle web members frame into the truss nodes, positioned relative to the chord with specified edge and layout dimensions. Fastener sizes and configurations are detailed according to structural engineering design requirements.
TOP CHORD CONNECTION REF. 10/S621 DOUBLE ANGLE REF. ELEVATION TRUSS TOP CHORD REF. ELEVATION DOUBLE ANGLE REF. ELEVATION 8" TOP CHORD SPLICE REF. ELEVATION
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