Plan views detail the layout configurations for three-quarter-inch diameter welded headed shear studs centered on a structural steel beam. Edge distances maintain a minimum of one and one-quarter inches, with transverse spacings of three inches between rows as indicated. Longitudinal spacings are coordinated per the structural elevation. Studs are welded directly to the top flange of the beam along the center line.
B SINGLE ROW - PLAN VIEW C DOUBLE ROW - PLAN VIEW D TRIPLE ROW - PLAN VIEW 1 1/4" MIN 3" MIN PER ELEVATION C L BEAM C L BEAM 0'-3" 0'-3" 1 1/4" MIN PER ELEVATION PER ELEVATION 3/4"Ø WELDED HEADED SHEAR STUD 3/4"Ø WELDED HEADED SHEAR STUD 3/4"Ø WELDED HEADED SHEAR STUD
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