Plan layout and spacing requirements for three-quarter-inch diameter shear studs installed on the top flange of a structural steel beam. Two configurations are presented, showing both double-row and single-row arrangements. Dimensions indicate edge clearances, with a one-and-one-half-inch minimum edge distance, three-inch minimum spacing, four-and-one-half-inch minimum longitudinal spacing, and a twenty-four-inch maximum spacing. Notes reference the general structural notes for shear connectors and the steel deck schedule for stud lengths.
PLAN (DOUBLE ROW) PLAN (SINGLE ROW) NOTES: 1. SEE GENERAL NOTES, "SHEAR CONNECTORS" FOR ADDITIONAL INFORMATION. 2. SEE STEEL DECK SCHEDULE FOR STUD LENGTHS. BEAM TOP FLANGE 3/4"Ø STUDS TYP UON 4 1/2" MIN 24" MAX 4 1/2" MIN 24" MAX 3/4"Ø STUDS TYP UON 1 1/2" MIN 1 1/2" MIN 3" MIN C:\Users\eagnes\Documents\19001941- 2111 University Plaza Phase 2_R20_eagnes.rvt
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