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Page 182
... fiber in bending adjusted for slenderness factor , F ' , are not subject to further modifications for moisture service condition , duration of loading , temperature , type of treatment or size . The design value for extreme fiber in ...
... fiber in bending adjusted for slenderness factor , F ' , are not subject to further modifications for moisture service condition , duration of loading , temperature , type of treatment or size . The design value for extreme fiber in ...
Page 367
... fiber to centroid of tension rein- forcement in opposite half of member . ) specified compressive strength of ... fiber of section where tensile stress is caused by externally applied loads , psi . = = compressive stress in concrete ...
... fiber to centroid of tension rein- forcement in opposite half of member . ) specified compressive strength of ... fiber of section where tensile stress is caused by externally applied loads , psi . = = compressive stress in concrete ...
Page 416
... fiber stress in compression . . B. Extreme fiber stress in tension except as permitted in ... C. Extreme fiber stress in tension at ends of simply supported members ... 0.60f'ci .3Vƒ'ci .6Vƒ ' ci Where computed tensile stresses exceed ...
... fiber stress in compression . . B. Extreme fiber stress in tension except as permitted in ... C. Extreme fiber stress in tension at ends of simply supported members ... 0.60f'ci .3Vƒ'ci .6Vƒ ' ci Where computed tensile stresses exceed ...
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