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Page 298
... conforming to U.B.C. Standard No. 26-5 . 4. Plain wire for spiral reinforcement shall conform to " Specifications for Cold - drawn Steel Wire for Concrete Reinforcement " U.B.C. Standard No. 24-15 except that ƒ , shall be the stress ...
... conforming to U.B.C. Standard No. 26-5 . 4. Plain wire for spiral reinforcement shall conform to " Specifications for Cold - drawn Steel Wire for Concrete Reinforcement " U.B.C. Standard No. 24-15 except that ƒ , shall be the stress ...
Page 299
... conforming to U.B.C. Standard No. 26-5 . 4. Plain wire for spiral reinforcement shall conform to " Specifications for Cold - drawn Steel Wire for Concrete Reinforcement " U.B.C. Standard No. 24-15 except that f , shall be the stress ...
... conforming to U.B.C. Standard No. 26-5 . 4. Plain wire for spiral reinforcement shall conform to " Specifications for Cold - drawn Steel Wire for Concrete Reinforcement " U.B.C. Standard No. 24-15 except that f , shall be the stress ...
Page 299
... conform to U.B.C. Standard No. 27-1 , Grades A - 53 , A - 500 and A - 501 . 11. Structural steel used in conjunction with reinforcing steel in a com- posite compression member meeting the requirements of Section 2610 ( p ) 5 or 2610 ( p ) ...
... conform to U.B.C. Standard No. 27-1 , Grades A - 53 , A - 500 and A - 501 . 11. Structural steel used in conjunction with reinforcing steel in a com- posite compression member meeting the requirements of Section 2610 ( p ) 5 or 2610 ( p ) ...
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