Uniform Building Code |
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Page 170
... bar , or D. Special arrangements of bars with adequate provisions to prevent slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to be considered effective as web reinforcement shall be anchored at both ...
... bar , or D. Special arrangements of bars with adequate provisions to prevent slip of bars or splitting of masonry by the reinforcement . Stirrups or other bars to be considered effective as web reinforcement shall be anchored at both ...
Page 171
... bars crossing the section on the tension side . To be effective the bars must be properly developed by hooks , lap , or embedment on each side of the section . Bent - up bars that are not more than d / 3 from the level of the main ...
... bars crossing the section on the tension side . To be effective the bars must be properly developed by hooks , lap , or embedment on each side of the section . Bent - up bars that are not more than d / 3 from the level of the main ...
Page 316
... bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers shall be placed directly ...
... bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers shall be placed directly ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood