Uniform Building Code |
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Page 346
... section . applied design load moment at a section , inch - pounds . = moment resistance contributed by shearhead reinforcement . design axial load normal to the cross section occurring simultaneously with V , to be taken as positive for ...
... section . applied design load moment at a section , inch - pounds . = moment resistance contributed by shearhead reinforcement . design axial load normal to the cross section occurring simultaneously with V , to be taken as positive for ...
Page 378
... Section 2612 . Critical sections for development of reinforcement shall be assumed at the same locations as prescribed in Section 2615 ( e ) 2 also at all other vertical planes where changes of section or of reinforcement occur . The ...
... Section 2612 . Critical sections for development of reinforcement shall be assumed at the same locations as prescribed in Section 2615 ( e ) 2 also at all other vertical planes where changes of section or of reinforcement occur . The ...
Page 427
... sections provided shear connectors comply with Section 2708 ( d ) . The section properties of the composite section shall be computed in accordance with the elastic theory . Concrete tension stresses shall be neglected . For stress ...
... sections provided shear connectors comply with Section 2708 ( d ) . The section properties of the composite section shall be computed in accordance with the elastic theory . Concrete tension stresses shall be neglected . For stress ...
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