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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 ] . . . . . . 1.4 1.0 Concrete placed against as - rolled structural steel . [ See Section 2611 ( h ) 9 ] . . . . . . . .0.7 5. Design ...
... placed monolithically ... Concrete placed against hardened concrete . [ See Section 2611 ( h ) 8 ] . . . . . . 1.4 1.0 Concrete placed against as - rolled structural steel . [ See Section 2611 ( h ) 9 ] . . . . . . . .0.7 5. Design ...
Page 429
... Placed Concrete Sec . 2621. ( a ) General . For the purpose of this chapter all pneumatically placed concrete shall consist of a mixture of fine aggregate and cement pneu- matically applied by suitable mechanism and to which water is ...
... Placed Concrete Sec . 2621. ( a ) General . For the purpose of this chapter all pneumatically placed concrete shall consist of a mixture of fine aggregate and cement pneu- matically applied by suitable mechanism and to which water is ...
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