A structural steel framing detail showing a beam connected to an HSS column using a shear plate and bolts sized per schedule. A one-half-inch cap plate is welded to the top of the HSS column with five-sixteenths fillet welds on four sides. The shear plate is welded to the HSS column and bolted to the beam web with bolts spaced at three inches typical. Minimum bolt edge distance is two times the bolt diameter, with bolt diameter denoted as one inch unless otherwise noted. General notes specify that perpendicular framing is omitted for clarity.
3 S5-200 TYP 3" db = 1" 1 1/2" TYP 1 3/4" WHERE SHEAR PL & BOLTS PER SCHED 4 SIDES 1/2" TYP 1/2" CAP PLATE HSS COL NOTES: 1. PERPENDICULAR FRAMING NOT SHOWN FOR CLARITY. 2. db DENOTES BOLT DIAMETER. 3. FOR INFO NOT SHOWN SEE BEAM CONNECTION SCHEDULE. UON 3" 2 db MIN 5/16 S PER SCHED
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