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Page 258
... apply only to ponderosa pine graded under U.B.C. Standard No. 25-2 . 21 The duration of load modification factors given in Section 2504 ( c ) 4 shall not apply . Design values in pounds per square inch 9 Extreme fiber 258 25 - A - 1 ...
... apply only to ponderosa pine graded under U.B.C. Standard No. 25-2 . 21 The duration of load modification factors given in Section 2504 ( c ) 4 shall not apply . Design values in pounds per square inch 9 Extreme fiber 258 25 - A - 1 ...
Page 283
... apply to members manufactured using multiple - piece laminations with unbonded edge joints . For members using ... apply . 14The duration of load modification factors given in Section 2504 ( c ) 4 shall not apply . COMP . PARALLEL TO ...
... apply to members manufactured using multiple - piece laminations with unbonded edge joints . For members using ... apply . 14The duration of load modification factors given in Section 2504 ( c ) 4 shall not apply . COMP . PARALLEL TO ...
Page 415
... apply to prestressed concrete . The following provisions of this code shall not apply to prestressed concrete , except as specifically noted : Sections 2608 ( e ) , 2608 ( k ) 2 through 2608 ( k ) 4 , 2608 ( 1 ) ; 2610 ( d ) 2 and 3 ...
... apply to prestressed concrete . The following provisions of this code shall not apply to prestressed concrete , except as specifically noted : Sections 2608 ( e ) , 2608 ( k ) 2 through 2608 ( k ) 4 , 2608 ( 1 ) ; 2610 ( d ) 2 and 3 ...
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