Uniform Building Code |
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Page 24
... structure and complying with the re- quirements for new buildings or structures may be made to such building or structure within any 12 - month period without making the entire building or structure comply . The new construction shall ...
... structure and complying with the re- quirements for new buildings or structures may be made to such building or structure within any 12 - month period without making the entire building or structure comply . The new construction shall ...
Page 133
... structure and in the direction under consideration . = That portion of V considered concentrated at the top of the structure in addition to F. g = Acceleration due to gravity . hh , hx I = = Height in feet above the base to level i , n ...
... structure and in the direction under consideration . = That portion of V considered concentrated at the top of the structure in addition to F. g = Acceleration due to gravity . hh , hx I = = Height in feet above the base to level i , n ...
Page 393
... structure selected for loading shall be subjected to a total load , including the dead loads already in place , equivalent to 0.85 ( 1.4D + 1.7L ) . The determination of L shall include live load reductions as permitted by Section 2306 ...
... structure selected for loading shall be subjected to a total load , including the dead loads already in place , equivalent to 0.85 ( 1.4D + 1.7L ) . The determination of L shall include live load reductions as permitted by Section 2306 ...
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