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Page 140
... allowable average axial compressive stress for centroidally applied axial load only . allowable flexural compressive stress if members were carrying bend- ing load only . allowable bearing stress . allowable stress in reinforcement .
... allowable average axial compressive stress for centroidally applied axial load only . allowable flexural compressive stress if members were carrying bend- ing load only . allowable bearing stress . allowable stress in reinforcement .
Page 178
... allowable unit stress for extreme fiber in bending . F'b F fb = allowable unit stress for extreme fiber in bending , adjusted for slender- ness . = actual unit stress for extreme fiber in bending . F = allowable unit stress in ...
... allowable unit stress for extreme fiber in bending . F'b F fb = allowable unit stress for extreme fiber in bending , adjusted for slender- ness . = actual unit stress for extreme fiber in bending . F = allowable unit stress in ...
Page 528
... Allowable stresses . The allowable unit stresses for round wood piles shall not exceed those set forth in Table No. 25 - E . The allowable values listed in Table No. 25 - E for compression parallel to the grain at extreme fiber in ...
... Allowable stresses . The allowable unit stresses for round wood piles shall not exceed those set forth in Table No. 25 - E . The allowable values listed in Table No. 25 - E for compression parallel to the grain at extreme fiber in ...
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