This structural detail shows a steel column web oriented perpendicular to the supporting beam web, utilizing a bearing plate with four anchor bolts. Stiffener plates are welded to each side of the beam web to match the column flange thickness per project notes. The column bears on a plate sized to the column flange width plus one inch by the column depth plus one inch. Fillet welds secure the stiffener plates and beam connection components as indicated by standard weld symbols.
PLAN B COL PER PLAN CL COL BRG PL[X/X] x COL FLANGE WIDTH + 1" x COL DEPTH + 1" W/ (4) [X/X"Ø] BOLTS AT BEAM GA BEAM END WHERE OCCURS CL COL CL COL/BEAM [X/X] [X/X] TYP [X/X] BEAM PER PLAN T/STL PER PLAN TYP 2" COL PER PLAN PLAN "B" PLAN "A" BEAM PER PLAN COL PER PLAN k COLUMN WEB PERPENDICULAR TO BEAM WEB CL COL CL COL CL COL/BEAM BEAM PER PLAN COL PER PLAN [X/X] BRG PL[X/X] x COL FLANGE WIDTH + 1" x COL DEPTH + 1" W/ (4) [X/X"Ø] BOLTS AT BEAM GA t cf STIFF PL EA SIDE TO MATCH COL FLANGE THICKNESS PER NOTES 1 & 2 2 0 0 0 0 l J ,f l‘l F 1 <> <> 0 0 F -- -= A =¥= 0 0 0
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