Uniform Building Code |
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Page 456
... bolts of at least A307 quality . Bolts shall have a standard bolt head or an equal deformity in the embedded portion . 2Values are based upon a bolt spacing of 12 diameters with a minimum edge distance of 6 diameters . Such spacing and ...
... bolts of at least A307 quality . Bolts shall have a standard bolt head or an equal deformity in the embedded portion . 2Values are based upon a bolt spacing of 12 diameters with a minimum edge distance of 6 diameters . Such spacing and ...
Page 472
... bolts For A449 bolts over 11 / 2 - inch diameter and threaded parts , threads not excluded For A449 bolts over 11 / 2 - inch diameter and threaded parts , threads excluded For A325 bearing bolts , threads not excluded For A325 bearing ...
... bolts For A449 bolts over 11 / 2 - inch diameter and threaded parts , threads not excluded For A449 bolts over 11 / 2 - inch diameter and threaded parts , threads excluded For A325 bearing bolts , threads not excluded For A325 bearing ...
Page 490
... bolts or high - strength bolts used in bearing - type connections shall not be consid- ered as sharing the stress in combination with welds . Welds , if used , shall be provided to carry the entire stress in the connection . High ...
... bolts or high - strength bolts used in bearing - type connections shall not be consid- ered as sharing the stress in combination with welds . Welds , if used , shall be provided to carry the entire stress in the connection . High ...
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