Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength