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Page 361
... Members . 1. Flexural members with overall depth to clear span ratios greater than two fifths for continuous spans ... Compression Members . 1. Isolated compression member with multiple spirals . Outer limits of the effective cross ...
... Members . 1. Flexural members with overall depth to clear span ratios greater than two fifths for continuous spans ... Compression Members . 1. Isolated compression member with multiple spirals . Outer limits of the effective cross ...
Page 362
... Compression Members . 1. Area of longitu- dinal reinforcement for noncomposite compression members shall be not less than 0.01 nor more than 0.08 times gross area Ag of section . 2. Minimum number of longitudinal bars in compression members ...
... Compression Members . 1. Area of longitu- dinal reinforcement for noncomposite compression members shall be not less than 0.01 nor more than 0.08 times gross area Ag of section . 2. Minimum number of longitudinal bars in compression members ...
Page 364
... compression member or that computed end eccentricities are less than ( 0.6 + 0.03h ) inches , M26 in Formula ( 10-6 ) ... members . In frames not braced against sidesway , flexural members shall be designed for the total magnified end ...
... compression member or that computed end eccentricities are less than ( 0.6 + 0.03h ) inches , M26 in Formula ( 10-6 ) ... members . In frames not braced against sidesway , flexural members shall be designed for the total magnified end ...
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