Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 166
... bars . Only the center three - fourths of the inclined portion of any longitudinal bar that is bent up for web reinforcement shall be con- sidered effective for that purpose , and such bars shall be bent around a pin having a diameter ...
... bars . Only the center three - fourths of the inclined portion of any longitudinal bar that is bent up for web reinforcement shall be con- sidered effective for that purpose , and such bars shall be bent around a pin having a diameter ...
Page 171
... bar diameters , and welded splices shall be full butt welded . B. Ties . All longitudinal bars for tied columns shall be enclosed by lateral ties . Lateral support shall be provided to the longitudinal bars , as specified below , by the ...
... bar diameters , and welded splices shall be full butt welded . B. Ties . All longitudinal bars for tied columns shall be enclosed by lateral ties . Lateral support shall be provided to the longitudinal bars , as specified below , by the ...
Page 309
... bars shall not be permitted for assembly of reinforcement unless approved . 2. Tolerances . Unless otherwise approved , reinforcement , prestressing steel and prestressing steel ducts shall be placed within the following tolerances ...
... bars shall not be permitted for assembly of reinforcement unless approved . 2. Tolerances . Unless otherwise approved , reinforcement , prestressing steel and prestressing steel ducts shall be placed within the following tolerances ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength