Uniform Building Code |
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Page 294
... concrete to modify its properties . AGGREGATE . Inert material which is mixed with portland cement and water to produce concrete . AGGREGATE , LIGHTWEIGHT . Aggregate having a dry loose weight of 70 pounds per cubic foot or less . AIR ...
... concrete to modify its properties . AGGREGATE . Inert material which is mixed with portland cement and water to produce concrete . AGGREGATE , LIGHTWEIGHT . Aggregate having a dry loose weight of 70 pounds per cubic foot or less . AIR ...
Page 299
... concrete shall be subject to prior approval by the engineer . The admixture shall be shown capable of maintaining essentially the same composition and performance through- out the work as the product used in establishing concrete ...
... concrete shall be subject to prior approval by the engineer . The admixture shall be shown capable of maintaining essentially the same composition and performance through- out the work as the product used in establishing concrete ...
Page 390
... concrete shall consist of a mixture of fine aggregate and cement pneumatically applied by suitable mechanism and to which water is added immediately prior to discharge from the applicator . Except as specified in ... Concrete Plain Concrete.
... concrete shall consist of a mixture of fine aggregate and cement pneumatically applied by suitable mechanism and to which water is added immediately prior to discharge from the applicator . Except as specified in ... Concrete Plain Concrete.
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