Plywood subfloor capacity with point loading
Plywood subfloor capacity with point loading
(OP)
I am trying to determine the maximum allowable point load that can be applied to center of the span of 23/32" thick 48/24 rated plywood subflooring. Floor joists spaced at 24" oc. I have searched the APA web site with no luck. Any suggestions where I could find design help?






RE: Plywood subfloor capacity with point loading
Then, with the determined shear and moment, use the APA allowable design values to verify capacity.
RE: Plywood subfloor capacity with point loading
RE: Plywood subfloor capacity with point loading
And don't forget to post your results.
RE: Plywood subfloor capacity with point loading
RE: Plywood subfloor capacity with point loading
RE: Plywood subfloor capacity with point loading
RE: Plywood subfloor capacity with point loading