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Page 197
... percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity which shall be reduced 10 percent . Other adjustments are ...
... percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity which shall be reduced 10 percent . Other adjustments are ...
Page 270
... percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use stresses shall be permitted : Fb ( Bending ) and F , ( Tension ) 80 percent Fc ( Compression Parallel to Grain ) 73 ...
... percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use stresses shall be permitted : Fb ( Bending ) and F , ( Tension ) 80 percent Fc ( Compression Parallel to Grain ) 73 ...
Page 568
... percent solid 6 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 18 Three cells in wall thickness , units at least 40 percent solid 12 Tile , Load- 23 ...
... percent solid 6 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 18 Three cells in wall thickness , units at least 40 percent solid 12 Tile , Load- 23 ...
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