A depressed steel beam per plan connects to a supporting steel girder per plan using a three-eighths-inch plate welded with a one-quarter-inch typical fillet weld and six seven-eighths-inch diameter bolts. Dimensioning includes one-and-one-half-inch and three-inch typical spacings.
1 1/2" 3" 2" GIRDER PER PLAN PL 3/8" (6) 7/8"Ø BOLT BEAM PER PLAN 1/4 TYP 1 1/2" 3" TYP
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