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accessible accordance with Section applied approved bars beam bending bolts building official building or structure California ceiling Chapter Code Sections column comply compression members compressive strength concrete conform construction corridors dead load diameter diaphragms door edge enforcement agency equipment exceed exit exterior facilities factor fire fire-resistive flange flexural foot Formula framing grade Group grout gypsum height horizontal installed joists least length less live load located masonry materials maximum minimum modulus of elasticity nonbuilding structures occupant load openings panel percent prestressed protected Publication ramp ratio Remove Old resist revision roof rooms section numbers seismic shear reinforcement shear strength shear stress shear walls shotcrete slab space span specified in Section splices sprinkler square feet square inches stairway steel storage stress structural studs suggested be checked surface Table tensile tension thickness tion Type U.B.C. Standard UNIFORM BUILDING CODE values vertical walls welds width wire yield strength