Uniform Building Code |
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Page 270
... bending members are based on a depth of members of 12 inches or less . For members greater than 12 inches in depth , the size effect factor is applicable . ' Allowable stresses for dry conditions of use shall be applicable when the ...
... bending members are based on a depth of members of 12 inches or less . For members greater than 12 inches in depth , the size effect factor is applicable . ' Allowable stresses for dry conditions of use shall be applicable when the ...
Page 409
... bending moment , for bracing and other secondary members . Bending stress permitted in the absence of axial force . Allowable bending stress in compression flange of plate girders as reduced for hybrid girders or because of large web ...
... bending moment , for bracing and other secondary members . Bending stress permitted in the absence of axial force . Allowable bending stress in compression flange of plate girders as reduced for hybrid girders or because of large web ...
Page 418
... Bending . Members subject to both axial compression and bending stresses shall be proportioned to satisfy the following requirements . Cmr for F ' er ( 1 - T ) Fu F シン Cmy fou fa ≤ 1.0 . . . . . . ( 3 - la ) + + Fa ( 1 - T ) Fr fa ...
... Bending . Members subject to both axial compression and bending stresses shall be proportioned to satisfy the following requirements . Cmr for F ' er ( 1 - T ) Fu F シン Cmy fou fa ≤ 1.0 . . . . . . ( 3 - la ) + + Fa ( 1 - T ) Fr fa ...
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