Uniform Building Code |
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Page 305
... steel in a com- posite compression member meeting the requirements of Section 2610 ( p ) 5 or 2610 ( p ) 6 shall ... Steel Bars U.B.C. DESIGNATION 26-1 26- 1 26-2 26-3 24-22 26-4 Steel Bar or Rod Mats 26-5 Welded Steel Wire Fabric and ...
... steel in a com- posite compression member meeting the requirements of Section 2610 ( p ) 5 or 2610 ( p ) 6 shall ... Steel Bars U.B.C. DESIGNATION 26-1 26- 1 26-2 26-3 24-22 26-4 Steel Bar or Rod Mats 26-5 Welded Steel Wire Fabric and ...
Page 343
... steel shape , pipe , or tube . 3. For slenderness calculations , the radius of gyration of the composite section ... steel encased concrete core , the thickness of the steel encasement shall be greater than or b√ , for each face of ...
... steel shape , pipe , or tube . 3. For slenderness calculations , the radius of gyration of the composite section ... steel encased concrete core , the thickness of the steel encasement shall be greater than or b√ , for each face of ...
Page 407
... Steel Joist Design .... CONNECTIONS Rivet Steel .... Welding and Stud Shear Connectors High Tensile Bolts ... COMPOSITE DESIGN COLD - FORMED STEEL DESIGN SPECIFICATIONS Specifications and Design , Carbon and Low Alloy Steels ...
... Steel Joist Design .... CONNECTIONS Rivet Steel .... Welding and Stud Shear Connectors High Tensile Bolts ... COMPOSITE DESIGN COLD - FORMED STEEL DESIGN SPECIFICATIONS Specifications and Design , Carbon and Low Alloy Steels ...
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