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Page 128
... live loads " as set forth in Table No. 23 - C . The live loads shall be assumed to act vertically upon the area projected upon a horizontal plane . ( b ) Distribution of Loads . Where uniform roof loads are involved in the design of ...
... live loads " as set forth in Table No. 23 - C . The live loads shall be assumed to act vertically upon the area projected upon a horizontal plane . ( b ) Distribution of Loads . Where uniform roof loads are involved in the design of ...
Page 129
... Live Loads Sec . 2306. The following reductions in unit live loads as set forth in Table No. 23 - A for floors and Table No. 23 - C ( either Method 1 or Method 2 ) for roofs shall be permitted in the design of columns , piers , walls ...
... Live Loads Sec . 2306. The following reductions in unit live loads as set forth in Table No. 23 - A for floors and Table No. 23 - C ( either Method 1 or Method 2 ) for roofs shall be permitted in the design of columns , piers , walls ...
Page 142
... ( live load ) 3. Stage accesso- Gridirons and fly ries , see Sec . galleries 75 3902 ( live load ) Loft block wells ' 250 250 Head block wells and sheave beams * 250 250 4. Ceiling framing ( live load ) Over stages 20 All uses except over ...
... ( live load ) 3. Stage accesso- Gridirons and fly ries , see Sec . galleries 75 3902 ( live load ) Loft block wells ' 250 250 Head block wells and sheave beams * 250 250 4. Ceiling framing ( live load ) Over stages 20 All uses except over ...
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