Control joints in elevated composite slab
Control joints in elevated composite slab
(OP)
4.5" concrete slab over 2" composite metal deck (6.5" total depth). Normal weight, 4000 psi concrete. Beams below spaced @ 8' oc in a 30'x24' bay. Studs over WF beams are 5.5" long.
Where would I find the requirements for locating control joints?
Where would I find the requirements for locating control joints?






RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab
Thanks for the input. Now what about location of construction joints. Whats the recommended place for these joints.
RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab
RE: Control joints in elevated composite slab