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Page 360
... Flexural Members . 1. At any section of a flexural member , except as provided in Sections 2610 ( f ) 2 and 2610 ( f ) 3 where positive reinforcement is required by analysis , the ratio p provided shall be not less than that given by ...
... Flexural Members . 1. At any section of a flexural member , except as provided in Sections 2610 ( f ) 2 and 2610 ( f ) 3 where positive reinforcement is required by analysis , the ratio p provided shall be not less than that given by ...
Page 361
... flexural tension , reinforce- ment shall be placed near the side faces of the web and distributed in the zone of flexural tension with a spacing not more than the web width nor 12 inches . Such reinforcement may be included in strength ...
... flexural tension , reinforce- ment shall be placed near the side faces of the web and distributed in the zone of flexural tension with a spacing not more than the web width nor 12 inches . Such reinforcement may be included in strength ...
Page 395
... flexural stiffness of beam ; moment per unit rotation . flexural stiffness of column ; moment per unit rotation . flexural stiffness of equivalent column ; moment per unit rotation . See Formula ( 13-6 ) . = flexural stiffness of slab ...
... flexural stiffness of beam ; moment per unit rotation . flexural stiffness of column ; moment per unit rotation . flexural stiffness of equivalent column ; moment per unit rotation . See Formula ( 13-6 ) . = flexural stiffness of slab ...
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