Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 329
... concrete and added to concrete before or during its mixing to modify its properties . AGGREGATE is inert material that is mixed with hydraulic cement and water to produce concrete . AGGREGATE , LIGHTWEIGHT , is aggregate with a dry ...
... concrete and added to concrete before or during its mixing to modify its properties . AGGREGATE is inert material that is mixed with hydraulic cement and water to produce concrete . AGGREGATE , LIGHTWEIGHT , is aggregate with a dry ...
Page 335
... concrete , psi fct = average splitting tensile strength of lightweight aggregate concrete , psi ( b ) General . Concrete shall be proportioned and produced to provide an average compressive strength sufficiently high to minimize ...
... concrete , psi fct = average splitting tensile strength of lightweight aggregate concrete , psi ( b ) General . Concrete shall be proportioned and produced to provide an average compressive strength sufficiently high to minimize ...
Page 339
... concrete placement shall include the following : 1. All equipment for mixing and transporting concrete shall be clean . 2. All debris and ice shall be removed from spaces to be occupied by concrete . 3. Forms shall be properly coated ...
... concrete placement shall include the following : 1. All equipment for mixing and transporting concrete shall be clean . 2. All debris and ice shall be removed from spaces to be occupied by concrete . 3. Forms shall be properly coated ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength