84 pages matching editions:UOM39015065238357 in this book
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accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column combination compression compressive stress computed concrete conform connections considered construction containing continuous covered Decking depth determined diameter direction distance Division edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints laminations lateral least length less limited live load located masonry materials maximum modulus nails nominal Occupancies openings panel parallel percent permitted portion pounds protected ratio reinforcement resist roof rooms Section seismic Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood