2213.3 Composite construction.
BC § 2213.3
For steel framing members and/or decking acting compositely with concrete slabs of roofs or floors, the following requirements shall be met: 1. Shear studs shall not be less than 1/2 inch (12.7 mm) in diameter. The spacing of shear studs shall not be greater than one every 12 inches (305 mm) averaged over the length of the beam.
2.Connections at the discontinuous edges of permanent metal decking to supporting members shall have a minimum connection strength in the direction parallel to the rib of the deck equal to the shear strength of a 3/4-inch (19.1 mm) puddle weld every 12 inches (305 mm) on center.
3.Side lap connections of permanent metal decking shall have a minimum strength equal to the strength of a button punch every 24 inches (610 mm) on center.
4.Welded wire fabric reinforcement in concrete slabs shall be continuous over all supports and in all spans. Minimum area of continuous reinforcement in each direction shall be 0.0015 times the gross area of concrete. The welded wire fabric reinforcement shall have tension splices and be anchored at discontinuous edges, and shall not be substituted with alternative materials including but not limited to fibers.
