A vertical wide flange beam connects to the top flange of a supporting wide flange beam using a one-half inch shear tab welded to the web and secured with two seven-eighths inch diameter A325 bolts. Bolt spacing is detailed per reference drawing 20/U-S5.51.
1/2" SHEAR TAB W/ (2) 7/8"Ø A325 BOLTS. REF 20/U-S5.51 FOR BOLT SPACING
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