Uniform Building Code |
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Page 110
... square foot or more and the provisions of Section 2305 ( d ) are met . ( c ) Unbalanced Loading . Unbalanced loads ... square foot may be reduced for each degree of pitch over 20 degrees by R , as determined by the following formula : Rs ...
... square foot or more and the provisions of Section 2305 ( d ) are met . ( c ) Unbalanced Loading . Unbalanced loads ... square foot may be reduced for each degree of pitch over 20 degrees by R , as determined by the following formula : Rs ...
Page 367
... square inches . As = area of nonprestressed tension reinforcement , square inches . A1 = area of one leg of a closed stirrup resisting torsion within a distance s , square inches . Av Avf Avh b bo bw C1 C2 = area of shear reinforcement ...
... square inches . As = area of nonprestressed tension reinforcement , square inches . A1 = area of one leg of a closed stirrup resisting torsion within a distance s , square inches . Av Avf Avh b bo bw C1 C2 = area of shear reinforcement ...
Page 529
... square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material . Precast concrete piles prior to driving and at 28 days after ...
... square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material . Precast concrete piles prior to driving and at 28 days after ...
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