Uniform Building Code |
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Page 301
... average strength must exceed f ' , may be reduced to an appropriate level below 1200 psi after sufficient test data become available from the job to indicate that , at the lower average strength , the probable frequency of tests more ...
... average strength must exceed f ' , may be reduced to an appropriate level below 1200 psi after sufficient test data become available from the job to indicate that , at the lower average strength , the probable frequency of tests more ...
Page 302
... average of two cylinders from the same sample tested at 28 days or the specified earlier age . 3. The strength level of the concrete will be considered satisfactory if the averages of all sets of three consecutive strength test results ...
... average of two cylinders from the same sample tested at 28 days or the specified earlier age . 3. The strength level of the concrete will be considered satisfactory if the averages of all sets of three consecutive strength test results ...
Page 367
... average negative moments . Slabs within the limitations of Section 2613 ( d ) , when designed by the equivalent frame method , may have the resulting analytical moments reduced in such pro- portion that the numerical sum of the positive ...
... average negative moments . Slabs within the limitations of Section 2613 ( d ) , when designed by the equivalent frame method , may have the resulting analytical moments reduced in such pro- portion that the numerical sum of the positive ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength