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Page 345
... reinforcement is required . Lateral reinforcement for flexural framing members subject to stress reversals or to torsion at supports shall consist of closed ties , closed stirrups , or spirals extending around the flexural reinforcement ...
... reinforcement is required . Lateral reinforcement for flexural framing members subject to stress reversals or to torsion at supports shall consist of closed ties , closed stirrups , or spirals extending around the flexural reinforcement ...
Page 390
... reinforcement on the opposite face of member . 2. Critical sections for development of reinforcement in flexural members are at points of maximum stress and at points within the span where adjacent rein- forcement terminates or is bent ...
... reinforcement on the opposite face of member . 2. Critical sections for development of reinforcement in flexural members are at points of maximum stress and at points within the span where adjacent rein- forcement terminates or is bent ...
Page 425
International Conference of Building Officials. 2. Specified yield strength of nonprestressed reinforcement f , shall not exceed 60,000 psi . ( e ) Shell Reinforcement . 1. Shell reinforcement shall be provided to resist tensile stresses ...
International Conference of Building Officials. 2. Specified yield strength of nonprestressed reinforcement f , shall not exceed 60,000 psi . ( e ) Shell Reinforcement . 1. Shell reinforcement shall be provided to resist tensile stresses ...
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