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accordance additional allowable applied approved assembly axial bars beam bearing bending bolts building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective elements equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group gypsum height horizontal inches installed joints lateral lath least length less limited load located masonry materials maximum metal nails nominal Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof rooms Section Select separation shear side slab space span specified square steel story strength stress structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds width wire wood