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Page 14
... Special inspection need not be provided when design stresses have been adjusted to permit noncontinuous inspection . 7. REINFORCED GYPSUM CONCRETE : When ... Special inspections required by 14 306 UNIFORM BUILDING CODE Special Inspections.
... Special inspection need not be provided when design stresses have been adjusted to permit noncontinuous inspection . 7. REINFORCED GYPSUM CONCRETE : When ... Special inspections required by 14 306 UNIFORM BUILDING CODE Special Inspections.
Page 156
... special provisions for each seismic zone given in this section . 2. Special provisions for Seismic Zones Nos . 0 and 1. There are no special design and construction provisions in this section for structures built in Seismic Zones Nos ...
... special provisions for each seismic zone given in this section . 2. Special provisions for Seismic Zones Nos . 0 and 1. There are no special design and construction provisions in this section for structures built in Seismic Zones Nos ...
Page 398
... special reinforcement shall be provided for a distance in each direction from the corner equal to one fifth the longer span . D. In either the top or bottom of the slab , the special reinforcement may be placed in a single band in the ...
... special reinforcement shall be provided for a distance in each direction from the corner equal to one fifth the longer span . D. In either the top or bottom of the slab , the special reinforcement may be placed in a single band in the ...
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