Uniform Building Code |
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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
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