Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 338
... reinforcement shall be spaced not farther apart than three times the wall thickness nor 18 inches . 4. Vertical reinforcement need not be provided with lateral ties if such reinforcement is 0.01 times the gross concrete area or less ...
... reinforcement shall be spaced not farther apart than three times the wall thickness nor 18 inches . 4. Vertical reinforcement need not be provided with lateral ties if such reinforcement is 0.01 times the gross concrete area or less ...
Page 373
... reinforcement shall be uniformly distributed in the outer portions of the footing . Reinforcement in band width b Total reinforcement in short direction 2 = ( B + 1 ) where ẞ is the ratio of the long side to the short side of the ...
... reinforcement shall be uniformly distributed in the outer portions of the footing . Reinforcement in band width b Total reinforcement in short direction 2 = ( B + 1 ) where ẞ is the ratio of the long side to the short side of the ...
Page 387
... reinforcement ƒ , shall be 60,000 psi . y с ( f ) Reinforcement Requirements . The area of reinforcement in square inches per foot of width of shell shall not exceed 7.2hf / f , nor 29,000 h / fy . If the deviation of the reinforcement ...
... reinforcement ƒ , shall be 60,000 psi . y с ( f ) Reinforcement Requirements . The area of reinforcement in square inches per foot of width of shell shall not exceed 7.2hf / f , nor 29,000 h / fy . If the deviation of the reinforcement ...
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