Two steel beams frame into a column per plan, utilizing a connection plate measuring five-sixteenths inch minimum by the beam depth minus one inch. The connection employs two three-quarter inch diameter ASTM A307 through-bolts placed in horizontal short slotted holes on each side, with typical one-and-a-half-inch edge distances and a one-half-inch maximum typical gap. Fillet welds of one-quarter-inch and five-sixteenth-inch sizes secure the plates and members according to the specified dimensions.
PLAN ABOVE COL PER PLAN BEAM PER PLAN T/STL PER PLAN 1/4 1/4 BEAM PER PLAN PLAN - (2) BEAM CONNECTION CL COL/BEAM (2) BEAM CONNECTION CL COL d 1 COL PER PLAN PL5/16x MIN d 1 -1" W/ (2) 3/4"Ø A307 THRU BOLTS IN HORIZ SHORT SLOTTED HOLES, TYP EA SIDE 1/4 5/16 TYP 1 1/2" TYP 1 1/2" TYP 1 1/2" CL COL/BEAM MAX, TYP 1/2" GAP b b/2 i * 3 1 <> ■0
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