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 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength