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Page 388
... length lah in inches for deformed bars in tension terminating in a standard hook shall be computed as the product of the basic development length Ib of Section 2612 ( f ) 2 and the applicable modification factor or factors of Section ...
... length lah in inches for deformed bars in tension terminating in a standard hook shall be computed as the product of the basic development length Ib of Section 2612 ( f ) 2 and the applicable modification factor or factors of Section ...
Page 393
... length of lap for compression lap splices shall be the development length in compression computed in accordance with Section 2612 ( d ) but not less than 0.0005 fyd , nor ( 0.0009f , - 24 ) d for f , greater than 60,000 psi , nor 12 ...
... length of lap for compression lap splices shall be the development length in compression computed in accordance with Section 2612 ( d ) but not less than 0.0005 fyd , nor ( 0.0009f , - 24 ) d for f , greater than 60,000 psi , nor 12 ...
Page 439
... length for reinforcement in tension . A. The development length , lah , for a bar with a standard 90 - degree hook in normal - weight aggregate concrete shall be not less than 8d , 6 inches , and the length required by Formula ( 25-5 ) ...
... length for reinforcement in tension . A. The development length , lah , for a bar with a standard 90 - degree hook in normal - weight aggregate concrete shall be not less than 8d , 6 inches , and the length required by Formula ( 25-5 ) ...
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