The steel beam connects to the steel column and built-up girder using a type C1 single plate shear connection with an offset. The connection utilizes eighteen one-inch-diameter A490-X bolts through the beam web and a one-half-inch plate welded with five-sixteenth-inch fillets on three sides. Additional built-up beam web plate reinforcements and specific edge distances are detailed per plan with level markers indicating elevations.
2" TYP 1/2" TYP 2" TYP 3" TYP 1 1/2" TYP 3" TYP (18) 1"ø A490 BOLTS, TYP STL BU BM PER PLAN 1/2 PL1-5/16x18, ES OF BM WEB STL BU BM PER PLAN STL BU BM PER PLAN (3/8) OR LEVEL 7 (18) 1"ø A490-X BOLTS STL BM PER PLAN 1/2 1/2 PL1-5/8 STL BM PER PLAN 2" 3" TYP TYP 1 1/2" TYP 3" (3/4) OR 2" 1/2" LEVEL 7 H LEVEL 11 132'-1" 3" 1/2" SETBACK TYPE C1 - SINGLE PL SHEAR CONN (3) SIDES 5/16 STL BM PER PLAN STL COL PER SCHED STL COL PER SCHED STL BM PER PLAN NOTES: 1. SEE "TYPICAL TRANSFER BEAM DETAILS" FOR ADDITIONAL INFORMATION.
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