Uniform Building Code |
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Page 226
... Grain Shear Compres . sion per . pendicular to Grain Compres sion Parallel MODULUS OF U.B.C. STDS UNDER to Grain ELASTICITY WHICH ( Single ) Uses " F " " FV “ F ” " FC " " E " GRADED No. 1 1700 1950 975 100 No. 1 , Open grain 1350 1550 ...
... Grain Shear Compres . sion per . pendicular to Grain Compres sion Parallel MODULUS OF U.B.C. STDS UNDER to Grain ELASTICITY WHICH ( Single ) Uses " F " " FV “ F ” " FC " " E " GRADED No. 1 1700 1950 975 100 No. 1 , Open grain 1350 1550 ...
Page 270
... GRAIN AND COMPRESSION PARALLEL TO GRAIN . VALUES SHOWN FOR BENDING MEMBER COMBINATIONS IN PART A WHEN MORE RESTRICTIVE SLOPE OF GRAIN REQUIREMENTS AS INDICATED ARE SATISFIED BY ALL LAMINATIONS Douglas Fir and Western Larch 270 Southern ...
... GRAIN AND COMPRESSION PARALLEL TO GRAIN . VALUES SHOWN FOR BENDING MEMBER COMBINATIONS IN PART A WHEN MORE RESTRICTIVE SLOPE OF GRAIN REQUIREMENTS AS INDICATED ARE SATISFIED BY ALL LAMINATIONS Douglas Fir and Western Larch 270 Southern ...
Page 274
... GRAIN COMPRESSION PARALLEL TO GRAIN MODULUS OF ELASTICITY E Stress Steepest Stress Steepest Stress WIDTH OF Module Grain Slope Module Grain Slope Module Steepest Grain Slope Stress Module LAMINATION4 ' The allowable unit stresses in ...
... GRAIN COMPRESSION PARALLEL TO GRAIN MODULUS OF ELASTICITY E Stress Steepest Stress Steepest Stress WIDTH OF Module Grain Slope Module Grain Slope Module Steepest Grain Slope Stress Module LAMINATION4 ' The allowable unit stresses in ...
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