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Page 195
... factor . Сс = curvature factor . CF = size effect factor . C = form factor . Cs = slenderness factor . c = distance from neutral axis to extreme fiber . D = diameter . d = depth of rectangular member , or least dimension of compression ...
... factor . Сс = curvature factor . CF = size effect factor . C = form factor . Cs = slenderness factor . c = distance from neutral axis to extreme fiber . D = diameter . d = depth of rectangular member , or least dimension of compression ...
Page 206
International Conference of Building Officials. When the slenderness factor C , does not exceed 10 , the full allowable unit stress in bending , F¿ , may be used . When the slenderness factor C , is greater than 10 , but does not exceed ...
International Conference of Building Officials. When the slenderness factor C , does not exceed 10 , the full allowable unit stress in bending , F¿ , may be used . When the slenderness factor C , is greater than 10 , but does not exceed ...
Page 207
... factors . Adjustment of bending stress for depth factor is not cumulative with adjustment for slenderness factor . ( e ) Tapered Faces . No sawn tapered cuts shall be permitted on the ten- sion face of any simple beam . Pitched or ...
... factors . Adjustment of bending stress for depth factor is not cumulative with adjustment for slenderness factor . ( e ) Tapered Faces . No sawn tapered cuts shall be permitted on the ten- sion face of any simple beam . Pitched or ...
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