Uniform Building Code |
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Page 212
... stud partitions or walls with studs having a height - to - least - thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width as the studs fitted snugly and nailed thereto to provide ...
... stud partitions or walls with studs having a height - to - least - thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width as the studs fitted snugly and nailed thereto to provide ...
Page 484
... stud connector after welding ( inches ) and n , equals the number of studs in one rib not to exceed three . While ... stud spacing shall not exceed 32 inches . ( g ) Deck Ribs Oriented Parallel to Steel Beam or Girder . 1. Concrete below ...
... stud connector after welding ( inches ) and n , equals the number of studs in one rib not to exceed three . While ... stud spacing shall not exceed 32 inches . ( g ) Deck Ribs Oriented Parallel to Steel Beam or Girder . 1. Concrete below ...
Page 635
... stud . Screws are 8 " on center around the perimeter and 12 " on center on the intermediate stud . The wallboard may be applied horizontally when attached to 358 " studs and the horizontal joints are staggered with those on the opposite ...
... stud . Screws are 8 " on center around the perimeter and 12 " on center on the intermediate stud . The wallboard may be applied horizontally when attached to 358 " studs and the horizontal joints are staggered with those on the opposite ...
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