Uniform Building Code |
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Page 138
... specified dimension by more than the amount allowed in the appropriate standard of quality in Section 2402 of this chapter . Nominal dimensions of masonry units are generally equal to its specified dimension plus the thickness of the ...
... specified dimension by more than the amount allowed in the appropriate standard of quality in Section 2402 of this chapter . Nominal dimensions of masonry units are generally equal to its specified dimension plus the thickness of the ...
Page 149
... Specified Compressive Strength ( f'm ) . 1. General . The specified strength of masonry to establish allowable stresses shall be shown on the plans and specifications . The value of f'm shall be based upon either the provisions of ...
... Specified Compressive Strength ( f'm ) . 1. General . The specified strength of masonry to establish allowable stresses shall be shown on the plans and specifications . The value of f'm shall be based upon either the provisions of ...
Page 327
... specified in this chapter . Reinforcement to be welded shall be indicated on the drawings and welding procedure to be used shall be specified . Steel specifications , except for A706 , shall be supplemented to require a report of ...
... specified in this chapter . Reinforcement to be welded shall be indicated on the drawings and welding procedure to be used shall be specified . Steel specifications , except for A706 , shall be supplemented to require a report of ...
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