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Page 181
... factor CF may be determined on the basis of an equivalent conventionally loaded square beam of the same cross - sectional area . Size factor adjustments are cumulative with form factor adjustments specified in Section 2504 ( c ) 7 ...
... factor CF may be determined on the basis of an equivalent conventionally loaded square beam of the same cross - sectional area . Size factor adjustments are cumulative with form factor adjustments specified in Section 2504 ( c ) 7 ...
Page 182
... factor shown in Section 2504 ( c ) 5 shall not be taken . Design values for extreme fiber in bending adjusted for slenderness factor , F ' , are not subject to further modifications for moisture service condition , duration of loading ...
... factor shown in Section 2504 ( c ) 5 shall not be taken . Design values for extreme fiber in bending adjusted for slenderness factor , F ' , are not subject to further modifications for moisture service condition , duration of loading ...
Page 388
... factor or factors of Section 2612 ( f ) 3 , but lah shall not be less than 8d or 6 inches , whichever is greater . be hb dh 2. Basic development length for a hooked bar with f equal to 60,000 psi shall .1200 db / Vf'c 3. Basic ...
... factor or factors of Section 2612 ( f ) 3 , but lah shall not be less than 8d or 6 inches , whichever is greater . be hb dh 2. Basic development length for a hooked bar with f equal to 60,000 psi shall .1200 db / Vf'c 3. Basic ...
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