Uniform Building Code |
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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 = 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 frequency ...
... concrete , psi = 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 frequency ...
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
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength