My client is removing the existing bearing walls below the sides of a curved staircase. See the attached pdf plan view with dimensions.
Although the loads are relatively light, DL = 80plf & LL = 120plf I opted to use curved steel stringers, but the Architect came back with, "I would rather use curved plywood stringers." Not sure why, probably trying to save the owner money.
I am a little apprehensive about having some yahoos constructing this in the field. I can just see these guys squirting Elmers glue on the plywood then trying to clamp it together...with something like duct tape.
Has anyone had any experience with specifying a curved plywood beam? Or any input would greatly be appreciated.
Although the loads are relatively light, DL = 80plf & LL = 120plf I opted to use curved steel stringers, but the Architect came back with, "I would rather use curved plywood stringers." Not sure why, probably trying to save the owner money.
I am a little apprehensive about having some yahoos constructing this in the field. I can just see these guys squirting Elmers glue on the plywood then trying to clamp it together...with something like duct tape.
Has anyone had any experience with specifying a curved plywood beam? Or any input would greatly be appreciated.