Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 344
... placed and adequately supported before concrete is placed , and shall be secured against displacement within tolerances of this section . Unless otherwise approved by the building official , reinforcement , prestress- ing tendons and ...
... placed and adequately supported before concrete is placed , and shall be secured against displacement within tolerances of this section . Unless otherwise approved by the building official , reinforcement , prestress- ing tendons and ...
Page 382
... placed monolithically ... Concrete placed against hardened concrete . [ See Section 2611 ( h ) 8 ] . . . . . Concrete placed against as - rolled structural steel . [ See Section 2611 ( h ) 9 ] . . . ...... C 1.4 .1.0 .0.7 5. Design ...
... placed monolithically ... Concrete placed against hardened concrete . [ See Section 2611 ( h ) 8 ] . . . . . Concrete placed against as - rolled structural steel . [ See Section 2611 ( h ) 9 ] . . . ...... C 1.4 .1.0 .0.7 5. Design ...
Page 655
... Placed Plaster ( Gunite ) Sec . 4710. Pneumatically placed portland cement plaster shall be a mixture of portland cement and sand , mixed dry , conveyed by air through a pipe or flexible tube , hydrated at the nozzle at the end of the ...
... Placed Plaster ( Gunite ) Sec . 4710. Pneumatically placed portland cement plaster shall be a mixture of portland cement and sand , mixed dry , conveyed by air through a pipe or flexible tube , hydrated at the nozzle at the end of the ...
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