Uniform Building Code |
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Page 140
... stress due to design axial load . computed flexural stress in the extreme fiber due to design bending loads only . computed compressive stress in masonry due to dead load only . computed stress in reinforcement due to design loads ...
... stress due to design axial load . computed flexural stress in the extreme fiber due to design bending loads only . computed compressive stress in masonry due to dead load only . computed stress in reinforcement due to design loads ...
Page 178
... 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 compression parallel to ...
... 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 compression parallel to ...
Page 461
... stress permitted in the absence of bending moment . Axial compressive stress permitted in the absence of bending moment for bracing and other secondary members . Bending stress permitted in the absence of axial force . F ' Allowable ...
... stress permitted in the absence of bending moment . Axial compressive stress permitted in the absence of bending moment for bracing and other secondary members . Bending stress permitted in the absence of axial force . F ' Allowable ...
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