Uniform Building Code |
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Page 174
... reinforcement in either direction shall be not less than 0.0007 times the gross cross - sectional area of the wall . The reinforcement shall be limited to a maximum spacing of 4 feet on center . The minimum diameter of reinforcement ...
... reinforcement in either direction shall be not less than 0.0007 times the gross cross - sectional area of the wall . The reinforcement shall be limited to a maximum spacing of 4 feet on center . The minimum diameter of reinforcement ...
Page 344
... reinforcement shall be spaced not farther apart than three times the wall thickness nor 18 inches . 4. Vertical reinforcement need not be provided with lateral ties if such reinforcement is 0.01 times the gross concrete area or less ...
... reinforcement shall be spaced not farther apart than three times the wall thickness nor 18 inches . 4. Vertical reinforcement need not be provided with lateral ties if such reinforcement is 0.01 times the gross concrete area or less ...
Page 360
... reinforcement shall have an embedment length not less than the development length / beyond the point where bent or terminated tension reinforcement is no longer required to resist flexure . 6. Flexural reinforcement shall not be ...
... reinforcement shall have an embedment length not less than the development length / beyond the point where bent or terminated tension reinforcement is no longer required to resist flexure . 6. Flexural reinforcement shall not be ...
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
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood