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Page 461
... stress . ν Fyc = = Specified minimum yield stress of the type of steel being used ( kips per square inch ) . As used in the specification , " yield stress " denotes either the specified minimum yield point ( for those steels that have a ...
... stress . ν Fyc = = Specified minimum yield stress of the type of steel being used ( kips per square inch ) . As used in the specification , " yield stress " denotes either the specified minimum yield point ( for those steels that have a ...
Page 510
... stress for member considered as a beam , ksi . bearing ultimate strength , ksi . = = ty Fryw = = || = = = bearing ultimate strength within 1.0 inch of a weld , ksi . bearing yield strength , ksi . bearing yield strength within 1.0 inch ...
... stress for member considered as a beam , ksi . bearing ultimate strength , ksi . = = ty Fryw = = || = = = bearing ultimate strength within 1.0 inch of a weld , ksi . bearing yield strength , ksi . bearing yield strength within 1.0 inch ...
Page 519
... tensile strength , nu F.S. on tensile yield strength , n , F.S. on compressive yield strength for short beams , n F.S. on buckling strength , n ,. F.S. on crippling strength of thin sections , n F.S. on shear buckling of webs , n 4 ...
... tensile strength , nu F.S. on tensile yield strength , n , F.S. on compressive yield strength for short beams , n F.S. on buckling strength , n ,. F.S. on crippling strength of thin sections , n F.S. on shear buckling of webs , n 4 ...
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