Does anyone have information or resources on allowable diaphragm shear of reinforced concrete gypsum roof.
I am working on an re-engineering on an existing building dated 1962. The roof system include trussed Tee-4-5-16X21"@32 5/8"o.c. w/ Class "A" poured gypsum reinf. with 4x8x#12x#14 galv...
