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Appendix Chapter 13 Energy Conservation
Sample Ordinance for Adoption of
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1997 UNIFORM BUILDING accordance accordance with Section allowable anchor applied approved bars beam bearing bending bolts bracing building calculated CLAY column combinations compression compressive stress computed concrete conform connections considered construction continuous cross defined 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 grout height horizontal inches joint lateral least length less limited live load load located longitudinal masonry materials maximum ment method moment moments nominal panel percent permitted placed plate pounds prestressing ratio reinforcement resist seismic shear shear strength side slab soil spacing span specified splices square inch Standard steel story strength structural Table taken tensile tension thickness tion Type UNIFORM BUILDING CODE units vertical wall welded width wire wood yield zone