Uniform Building CodeInternational Conference of Building Officials, 1976 - Building laws |
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Page 157
... tests may be analyzed statistically considering the variability of test results . 2. Tests . A. General . When the strength f'm is to be established by tests , they shall be made using prisms built of the same materials , under the same ...
... tests may be analyzed statistically considering the variability of test results . 2. Tests . A. General . When the strength f'm is to be established by tests , they shall be made using prisms built of the same materials , under the same ...
Page 307
... tests or the statistical average for two groups total- ing 30 or more tests . The tests used to establish standard deviation shall represent concrete produced to meet a specified strength or strengths within 1000 psi of that specified ...
... tests or the statistical average for two groups total- ing 30 or more tests . The tests used to establish standard deviation shall represent concrete produced to meet a specified strength or strengths within 1000 psi of that specified ...
Page 309
... tested at 28 days or the specified earlier age . 2. When the frequency of testing of the preceding paragraph will pro- vide less than five tests for a given class of concrete , tests shall be made from at least five randomly selected ...
... tested at 28 days or the specified earlier age . 2. When the frequency of testing of the preceding paragraph will pro- vide less than five tests for a given class of concrete , tests shall be made from at least five randomly selected ...
Contents
Page | 14 |
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Copyright | |
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Common terms and phrases
20 feet ALLOWABLE UNIT STRESSES applied approved axial bars beam bending Building Official building or structure ceiling Code column compression members compressive strength computed concrete conform dead load deflection diameter distance Division 1 Occupancies exceed Exits exterior walls EXTREME FIBER feet Protected less Fire Zone flange floor area foot frame girders grade Group grout height hour less inspection joists least length live load longitudinal lumber masonry materials maximum minimum modulus of elasticity mortar noncombustible Occupancy Separation occupant load openings panel percent plywood portion pounds per square prestressed concrete prestressing 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 studs surface Table tensile tensile stress tension tests thickness tion types of construction U.B.C. Standard values ventilation vertical water closet welded width wood yield strength