Uniform building code

approved automatic fire-extinguishing systems axial bars beam bending bolts Building Official building or structure Code column compression members compressive strength computed concrete conform dead load Decking deflection diameter distance Division 1 Occupancies exceed exit exterior walls feet 1 hour feet Protected less Fire Zone flange floor area foot frame girders grout gypsum height hour less joists least length less than 20 live load longitudinal lumber masonry materials maximum minimum noncombustible O2 OO Occupancy Separation occupant load OO O2 OO OO openings panel percent permitted less plywood portion pounds per square prestressed concrete prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel studs Table tensile tensile stress tension tests thickness tion U.B.C. Standard unit stress values ventilation vertical water closet welds width wood yield strength