This structural connection detail shows a steel beam framing to a parallel steel beam or connected web-to-web utilizing a structural steel web plate. The assembly features bolted connections adhering to typical bolt spacing and edge distance requirements, alongside welded plate attachments specified for three sides. A maximum half-inch gap is provided between members, with a three-and-a-half-inch minimum dimension, and flange copes are executed on the steel beam as required for clearance.
BEAM TO PARALLEL BEAM WEB PLATE CONNECTION BEAM TO BEAM WEB PLATE CONNECTION BOLT SPACING AND EDGE DIST, TYP STL BM STL BM WEB PL STL BM STL BM WEB PL 1 1 2 2 3 1/2" MIN 1/2" GAP MAX COPE BM AS REQD 3 1/2" MAX 5 BOLT SPACING AND EDGE DIST, TYP 4 4 TYP (3) SIDES TYP
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