Uniform Building Code |
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Page 140
... tensile reinforcement . distance from the compression face of a flexural member to the centroid of longitudinal compression reinforcement . diameter of the reinforcing bar . modulus of elasticity of masonry . modulus of elasticity of ...
... tensile reinforcement . distance from the compression face of a flexural member to the centroid of longitudinal compression reinforcement . diameter of the reinforcing bar . modulus of elasticity of masonry . modulus of elasticity of ...
Page 416
... tensile zone to resist the total tensile force in concrete computed with the assumption of an uncracked section . 2. Stresses in concrete at service loads ( after allowance for all prestress losses ) shall not exceed the following : A ...
... tensile zone to resist the total tensile force in concrete computed with the assumption of an uncracked section . 2. Stresses in concrete at service loads ( after allowance for all prestress losses ) shall not exceed the following : A ...
Page 425
... tensile stresses from internal membrane forces , to resist bending and twisting moments , to control shrinkage and ... tensile membrane forces . Where this is not practical , membrane reinforcement may be placed in two or more component ...
... tensile stresses from internal membrane forces , to resist bending and twisting moments , to control shrinkage and ... tensile membrane forces . Where this is not practical , membrane reinforcement may be placed in two or more component ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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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