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Page 296
International Conference of Building Officials. PRETENSIONING . A method of prestressing in which the tendons are tensioned before the concrete is placed . REINFORCED CONCRETE . Concrete containing reinforcement , in- cluding prestressing ...
International Conference of Building Officials. PRETENSIONING . A method of prestressing in which the tendons are tensioned before the concrete is placed . REINFORCED CONCRETE . Concrete containing reinforcement , in- cluding prestressing ...
Page 328
... Prestressed concrete . For prestressed concrete flexural members designed in accordance with the requirements of Section 2618 , deflections shall be calculated and the usual methods or formulas using the moment of inertia of the gross ...
... Prestressed concrete . For prestressed concrete flexural members designed in accordance with the requirements of Section 2618 , deflections shall be calculated and the usual methods or formulas using the moment of inertia of the gross ...
Page 379
International Conference of Building Officials. prestressed with high strength steel meeting the requirements for prestress ... concrete . The following provisions shall not apply to prestressed concrete unless specifically noted : Sections ...
International Conference of Building Officials. prestressed with high strength steel meeting the requirements for prestress ... concrete . The following provisions shall not apply to prestressed concrete unless specifically noted : Sections ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength