Uniform Building Code |
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Page 159
... bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value of thickness shall be the sum of the nominal thicknesses of the inner and ...
... bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value of thickness shall be the sum of the nominal thicknesses of the inner and ...
Page 210
... bearing walls or 10 feet for interior nonload - bearing walls . 2. Framing details . Studs shall be placed with their wide dimension perpen- dicular to the wall . Not less than three studs shall be installed at each corner of an ...
... bearing walls or 10 feet for interior nonload - bearing walls . 2. Framing details . Studs shall be placed with their wide dimension perpen- dicular to the wall . Not less than three studs shall be installed at each corner of an ...
Page 496
... bearing is obtained ; rolled - steel bearing plates over 2 inches but not over 4 inches in thickness may be straightened by pressing ; or , if presses are not available , by planing for all bearing surfaces ( except as noted under ...
... bearing is obtained ; rolled - steel bearing plates over 2 inches but not over 4 inches in thickness may be straightened by pressing ; or , if presses are not available , by planing for all bearing surfaces ( except as noted under ...
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