Structural · S-36PQQ

Typical Headed Shear Reinforcing

Materials

Elements

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Decon stud rails or approved equivalent are detailed at a concrete column supporting a slab, with column and slab reinforcing omitted for clarity. Stud spacing S is seventy millimeters or two and three-quarters inches typical unnumbered otherwise, with a distance So between the first stud and the face of the column measuring thirty-five millimeters or one and three-eighths inches typical. Clear cover is provided at twenty millimeters or three-quarters of an inch for all other slabs and forty-five millimeters or one and three-quarters of an inch for parking slabs. Section AA details the stud profile showing minimum dimensions for headed shear reinforcing including stud size diameter, head size diameter and thickness, and bottom rail width and thickness. Table A provides maximum stud rail spacing in millimeters relative to slab thickness per plan and slab clear cover to top reinforcement.

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