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Page 382
... Formula ( 11-37B ) , the following shall be satisfied ; otherwise , Formula ( 11-37A ) shall apply : ( i ) f ' , in Formula ( 11-37B ) shall not be taken greater than 5000 psi , and с ( ii ) fpc in each direction shall not be less than ...
... Formula ( 11-37B ) , the following shall be satisfied ; otherwise , Formula ( 11-37A ) shall apply : ( i ) f ' , in Formula ( 11-37B ) shall not be taken greater than 5000 psi , and с ( ii ) fpc in each direction shall not be less than ...
Page 477
... Formula ( 7-2 ) shall be not less than that computed by Formula ( 7-3 ) . WHERE : Ast 1- C 2 a h ( a / h ) 2 VI + ( a / h ) 2 ] YDht ( Total area when stiffeners are furnished in pairs . ) . ( 7-3 ) C , is as defined in Section 2707 ( e ) ...
... Formula ( 7-2 ) shall be not less than that computed by Formula ( 7-3 ) . WHERE : Ast 1- C 2 a h ( a / h ) 2 VI + ( a / h ) 2 ] YDht ( Total area when stiffeners are furnished in pairs . ) . ( 7-3 ) C , is as defined in Section 2707 ( e ) ...
Page 745
... formula : по - P D The value of D shall be determined by the following formula : D = .24P 9.0 .. + 8 . ( 17-1 ) . ( 17-2 ) but need not exceed 40 lbs./cu . ft . Drift loads need not be considered when the following formula is satisfied ...
... formula : по - P D The value of D shall be determined by the following formula : D = .24P 9.0 .. + 8 . ( 17-1 ) . ( 17-2 ) but need not exceed 40 lbs./cu . ft . Drift loads need not be considered when the following formula is satisfied ...
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