Uniform Building Code |
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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
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