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Part IIDefinitions and Abbreviations
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accordance allowable applied approved axial bars beam bending building building official Chapter column combinations compression compressive stress computed concrete conform connections considered construction continuous covered determined diameter direction distance Division doors edge effective elasticity equal exceed exit exterior extreme face factored feet fiber fire flexural floor foot forces Formula framing grade grain greater Group gypsum height horizontal inches installed joints laminations lateral least length less limited load located lumber masonry materials maximum metal modulus moment nails nominal Occupancies openings panel parallel percent permitted perpendicular placed plaster portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select separation shear side slab spaced span specified square steel strength stress structural studs supports surface Table taken tension thickness Type U.B.C. Standard unit values vertical walls welded wide width wire wood