Uniform Building Code |
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Page 153
... specimens shall be made for each initial preliminary test to establish f'm . Not less than three shall be made for each field test to confirm that the materials are as assumed in the design . The standard age of test specimens shall be ...
... specimens shall be made for each initial preliminary test to establish f'm . Not less than three shall be made for each field test to confirm that the materials are as assumed in the design . The standard age of test specimens shall be ...
Page 303
... specimens shall be molded at the same time and from the same samples as the laboratory - cured acceptance test specimens . Pro- cedures for protecting and curing the concrete shall be improved when the strength of field - cured ...
... specimens shall be molded at the same time and from the same samples as the laboratory - cured acceptance test specimens . Pro- cedures for protecting and curing the concrete shall be improved when the strength of field - cured ...
Page 651
... Test Specimens in the Laboratory . Part II - Making and Curing Concrete Compression and Flexure Test Specimens in the Field . Part III - Obtaining and Testing Drilled Cores and Sawed Beams of Concrete . Part IV - Compressive and ...
... Test Specimens in the Laboratory . Part II - Making and Curing Concrete Compression and Flexure Test Specimens in the Field . Part III - Obtaining and Testing Drilled Cores and Sawed Beams of Concrete . Part IV - Compressive and ...
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