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Page 346
... section . - applied design load moment at a section , inch - pounds . = moment resistance contributed by shearhead reinforcement . N1 = design axial load normal to the cross section occurring simultaneously with V , to be taken as ...
... section . - applied design load moment at a section , inch - pounds . = moment resistance contributed by shearhead reinforcement . N1 = design axial load normal to the cross section occurring simultaneously with V , to be taken as ...
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 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood