Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Contents
Structural Design Requirements | 2-1 |
Sample Ordinance for Adoption of | 2-3 |
Wind Design | 2-7 |
Copyright | |
42 other sections not shown
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1997 UNIFORM BUILDING accordance accordance with Section anchor applied approved ASTM bars beam bearing bending bolts braced building calculated CLAY column combinations compression compressive stress computed concrete conform connections considered construction continuous cross deflection depth determined develop diameter direction distance Division edge effective elements equal exceed face factored feet flange flexural floor footing forces Formula foundation frame greater height horizontal inches joints lateral least length less limited live load load located longitudinal masonry materials maximum method moment moments nominal panel percent permitted piles placed plate prestressing ratio reinforcement resist Seismic shear shear strength side slab soil spacing span specified splices square inch Standard steel story strength structural SWELL Table taken tendons tensile tension thickness tion Type UNIFORM BUILDING CODE units vertical wall welded width wire wood Zones