A beam sized per plan connects to a column sized per plan using a three-eighths-inch bearing plate secured by two five-eighths-inch diameter bolts. A three-eighths-inch by six-and-one-half-inch stiffener plate reinforces the assembly, with typical one-and-one-half-inch clearances and a maximum one-half-inch gap.
6" BEAM PER PLAN COLUMN PER PLAN 1/4 STIFF PL 3/8"x 6 1/2" TYP. 1 1/2" 4" BRG. PL 3/8" W/ (2) 5/8" ⌀ BOLTS 1/4 SECTION SECTION 1/2" MAX. 4 28 5230
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