Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 473
... piles . ( b ) Determination of Allowable Loads . The allowable axial and lateral loads on piles shall be determined by an approved formula , by load tests or by a foundation investigation . ( c ) Static Load Tests . When the allowable ...
... piles . ( b ) Determination of Allowable Loads . The allowable axial and lateral loads on piles shall be determined by an approved formula , by load tests or by a foundation investigation . ( c ) Static Load Tests . When the allowable ...
Page 475
... Piles shall be driven in such order and with such spacing as to insure against distortion of or injury to piles already in place . No pile shall be driven within four and one - half average pile diameters of a pile filled with concrete ...
... Piles shall be driven in such order and with such spacing as to insure against distortion of or injury to piles already in place . No pile shall be driven within four and one - half average pile diameters of a pile filled with concrete ...
Page 476
... pile shall be not less than 400 pounds per 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 pounds per square inch for piles greater than 50 feet in length . The ...
... pile shall be not less than 400 pounds per 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 pounds per square inch for piles greater than 50 feet in length . The ...
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