Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 338
... inch in diameter . 3. Vertical reinforcement shall be spaced not farther apart than three times the wall thickness ... square inches . An = area of shear reinforcement parallel to the main tension reinforcement , square inches . A ...
... inch in diameter . 3. Vertical reinforcement shall be spaced not farther apart than three times the wall thickness ... square inches . An = area of shear reinforcement parallel to the main tension reinforcement , square inches . A ...
Page 475
... square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material . Precast concrete piles prior to driving and at 28 days after ...
... square inch and the ratio of metal yield strength shall be not less than 6 . 4. The pile diameter is not greater than 16 inches . ( d ) Precast Concrete Piles . 1. Material . Precast concrete piles prior to driving and at 28 days after ...
Page 476
... inch center to center . For piles having a diameter of 24 inches or less , wire shall be not smaller than No. 5 ... square inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to 50 feet in length , and 700 ...
... inch center to center . For piles having a diameter of 24 inches or less , wire shall be not smaller than No. 5 ... square inch for piles up to 30 feet in length , 550 pounds per square inch for piles up to 50 feet in length , and 700 ...
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