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Page 154
... conform to the requirements for concrete in Chapter 26 . ( i ) Unburned Clay Brick . Unburned clay brick shall conform to the re- quirements specified in U.B.C. Standard No. 24-14 . ( j ) Stone . Natural stone shall be sound , clean ...
... conform to the requirements for concrete in Chapter 26 . ( i ) Unburned Clay Brick . Unburned clay brick shall conform to the re- quirements specified in U.B.C. Standard No. 24-14 . ( j ) Stone . Natural stone shall be sound , clean ...
Page 304
... conforming to U.B.C. Standard No. 26-6 . 4. Plain wire for spiral reinforcement shall conform to " Specifications for Cold - drawn Steel Wire for Concrete Reinforcement " U.B.C. Standard No. 24-15 except that ƒ , shall be the stress ...
... conforming to U.B.C. Standard No. 26-6 . 4. Plain wire for spiral reinforcement shall conform to " Specifications for Cold - drawn Steel Wire for Concrete Reinforcement " U.B.C. Standard No. 24-15 except that ƒ , shall be the stress ...
Page 305
... conform to U.B.C. Standard No. 27-1 . ( g ) Admixtures . Admixtures to be used in concrete shall be subject to prior approval by the Engineer . The admixture shall be shown capable of maintaining essentially the same composition and ...
... conform to U.B.C. Standard No. 27-1 . ( g ) Admixtures . Admixtures to be used in concrete shall be subject to prior approval by the Engineer . The admixture shall be shown capable of maintaining essentially the same composition and ...
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