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Page 161
... axial loads shall satisfy the requirements of Section 2406 ( e ) where f is given by Formula ( 9-1 ) . Walls subjected to bending with or without axial loads shall meet all applicable requirements for flexural design . The design of ...
... axial loads shall satisfy the requirements of Section 2406 ( e ) where f is given by Formula ( 9-1 ) . Walls subjected to bending with or without axial loads shall meet all applicable requirements for flexural design . The design of ...
Page 353
... axial load .0.90 2. Axial load and axial load with flexure . ( For axial load with flexure , both axial load and moment nominal strength shall be multiplied by appropriate single value of p . ) Axial tension and axial tension with flexure .
... axial load .0.90 2. Axial load and axial load with flexure . ( For axial load with flexure , both axial load and moment nominal strength shall be multiplied by appropriate single value of p . ) Axial tension and axial tension with flexure .
Page 358
... axial load strength at balanced strain conditions . See Section 2610 ( d ) 2 . critical load . See Formula ( 10-7 ) . nominal axial load strength at given eccentricity . nominal axial load strength at zero eccentricity . factored axial ...
... axial load strength at balanced strain conditions . See Section 2610 ( d ) 2 . critical load . See Formula ( 10-7 ) . nominal axial load strength at given eccentricity . nominal axial load strength at zero eccentricity . factored axial ...
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