78 pages matching editions:UOM39015065238357 in this book
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Part IIlRequirements Based on Occupancy
Access and Exit Facilities
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accordance addition allowable anchored applied approved axial bars beam bearing bending bolts building official Chapter column combination compression compressive stress concrete conform considered construction continuous covered Decking depth determined diameter diaphragms direction distance Division doors edge effects elements equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flexural floor foot forces Formula framing grade Grain greater Group grout height horizontal inches inspection installed joints lateral least length less limited load located lumber masonry materials maximum mortar nails nominal Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section seismic Select Structural separation shear sheathing side slab spaced span specified Standard steel story strength stress Stud surface Table tension thickness tion Type U.B.C. Standard units values vertical walls wide width wire wood