Uniform Building Code |
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Page 257
... inches and wider , 2 inches to 4 inches thick ( and 21⁄2 inches to 4 inches thick ) size classifications apply to 5 - inch and 6 - inch widths only , for grades of Select Structural , No. 1 , No. 2 , No. 3 , Appearance and Stud ...
... inches and wider , 2 inches to 4 inches thick ( and 21⁄2 inches to 4 inches thick ) size classifications apply to 5 - inch and 6 - inch widths only , for grades of Select Structural , No. 1 , No. 2 , No. 3 , Appearance and Stud ...
Page 529
... inches apart , center to center , for a distance of 2 feet from the ends and not more than 8 inches elsewhere . The gauge of ties and spirals shall be as follows : For piles having a diameter of 16 inches or less , wire shall be not ...
... inches apart , center to center , for a distance of 2 feet from the ends and not more than 8 inches elsewhere . The gauge of ties and spirals shall be as follows : For piles having a diameter of 16 inches or less , wire shall be not ...
Page 546
... inch plywood with exterior glue or 1 - inch nominal tongue - and- groove boards overlaid with a layer of approved asbestos felt lapped 2 inches on the horizontal and vertical joints . An 18 - inch - wide strip of the same asbestos felt ...
... inch plywood with exterior glue or 1 - inch nominal tongue - and- groove boards overlaid with a layer of approved asbestos felt lapped 2 inches on the horizontal and vertical joints . An 18 - inch - wide strip of the same asbestos felt ...
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