Uniform Building Code |
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Page 230
... Decking Decking 1900 Commercial Decking 1600 = 1,800,000 = 1.700.000 Selected Decking Decking 2150 Commercial Decking = ( Stresses for Decking apply at 1,900,000 1800 15 % moisture content ) 1,700,000 Select Structural No. 1 | | 232 ...
... Decking Decking 1900 Commercial Decking 1600 = 1,800,000 = 1.700.000 Selected Decking Decking 2150 Commercial Decking = ( Stresses for Decking apply at 1,900,000 1800 15 % moisture content ) 1,700,000 Select Structural No. 1 | | 232 ...
Page 231
... Decking Decking 1900 Commercial Decking = 1600 - = 1,400,000 1,300,000 Selected Decking Decking 2050 ( Stresses for Decking apply at Commercial Decking - 1750 15 % moisture content ) 1,500,000 1,300,000 ( Continued ) 231 TABLE NO . 25 ...
... Decking Decking 1900 Commercial Decking = 1600 - = 1,400,000 1,300,000 Selected Decking Decking 2050 ( Stresses for Decking apply at Commercial Decking - 1750 15 % moisture content ) 1,500,000 1,300,000 ( Continued ) 231 TABLE NO . 25 ...
Page 238
... Decking Decking 1600 1,500,000 Commercial Decking 1350 1,400,000 Selected Decking Decking 1700 ( Surfaced at 15 % max . m.c. and 1,600,000 Commercial Decking used at 15 % max . m.c. ) 1,400,000 Commercial Decking 1,500,000 1,400,000 ...
... Decking Decking 1600 1,500,000 Commercial Decking 1350 1,400,000 Selected Decking Decking 1700 ( Surfaced at 15 % max . m.c. and 1,600,000 Commercial Decking used at 15 % max . m.c. ) 1,400,000 Commercial Decking 1,500,000 1,400,000 ...
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