Uniform Building Code |
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Page 5
... procedures , as may have been or as may be adopted by this jurisdiction . As an alternative , the building official ... procedure for conducting its business and shall render all decisions and findings in writing to the appellant with a ...
... procedures , as may have been or as may be adopted by this jurisdiction . As an alternative , the building official ... procedure for conducting its business and shall render all decisions and findings in writing to the appellant with a ...
Page 167
... procedure prescribed in Section 2409 , the procedures set forth in this section , which considers the slenderness of walls by representing effects of axial forces and deflection in calculation of moments , may be used when the vertical ...
... procedure prescribed in Section 2409 , the procedures set forth in this section , which considers the slenderness of walls by representing effects of axial forces and deflection in calculation of moments , may be used when the vertical ...
Page 424
... procedure based on the mea- surement of deformations and / or strains of the structure or its model ; experimen- tal ... procedures provide a safe basis for design . 5. Approximate methods of analysis not satisfying compatibility of ...
... procedure based on the mea- surement of deformations and / or strains of the structure or its model ; experimen- tal ... procedures provide a safe basis for design . 5. Approximate methods of analysis not satisfying compatibility of ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength