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Page 132
... frame . In this system the required lateral forces are resisted by shear walls or braced frames as hereinafter defined . BRACED FRAME is a truss system or its equivalent which is provided to resist lateral forces in the frame system and ...
... frame . In this system the required lateral forces are resisted by shear walls or braced frames as hereinafter defined . BRACED FRAME is a truss system or its equivalent which is provided to resist lateral forces in the frame system and ...
Page 138
... frame . F. The necessary ductility for a ductile moment resisting space frame shall be provided by a frame of structural steel with moment resisting con- nections ( complying with Section 2722 for buildings in Seismic Zones No. 2 , No ...
... frame . F. The necessary ductility for a ductile moment resisting space frame shall be provided by a frame of structural steel with moment resisting con- nections ( complying with Section 2722 for buildings in Seismic Zones No. 2 , No ...
Page 441
... frame members . For unbraced multistory frames , the frame instability ef- fect shall be included directly in the calculations for maximum strength . Plastically designed members of braced multistory steel frames shall not be part of ...
... frame members . For unbraced multistory frames , the frame instability ef- fect shall be included directly in the calculations for maximum strength . Plastically designed members of braced multistory steel frames shall not be part of ...
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