A hollow structural section column connects to a cap plate where moment connections occur per plan. The cap plate thickness equals one-quarter inch plus the flange thickness of the largest moment-connected beam. Beams attach with typical bolted connections and shear plates.
f CONNECTED BM. THICKNESS OF MOMENT OF LARGEST FLANGE CAP PL. THICKNESS =1/4"+'t ' SECTION B-B A A AND SCHEDULE CONNECTION DETAILS SEE TYP. BOLTED BEAM TYP. 3" HSS COLUMN WHERE OCCURS PER PLAN C.P., HSS COL. TO CAP PL
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