Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 181
... piles are treated with three coats of hot creosote and capped with concrete so that no part of the pile will be ex ... piles shall be in conformity with the requirements of Section 2803 ( f ) . ( c ) Concrete Piles . Concrete piles shall ...
... piles are treated with three coats of hot creosote and capped with concrete so that no part of the pile will be ex ... piles shall be in conformity with the requirements of Section 2803 ( f ) . ( c ) Concrete Piles . Concrete piles shall ...
Page 182
... piles . Splices shall develop at least one - third of the full bending strength of the steel section , except that where the piles are required to be designed as columns by the provisions of Section 2803 ( f ) , splices shall develop ...
... piles . Splices shall develop at least one - third of the full bending strength of the steel section , except that where the piles are required to be designed as columns by the provisions of Section 2803 ( f ) , splices shall develop ...
Page 183
... Piles square inch of the right section of the pile at mid - length . The safe bearing value of a pile may be determined by a load test , upon due notice to the Building Official . The assumed safe load shall not exceed one - half of the ...
... Piles square inch of the right section of the pile at mid - length . The safe bearing value of a pile may be determined by a load test , upon due notice to the Building Official . The assumed safe load shall not exceed one - half of the ...
Contents
Civil Engine 8 ply 16 Me Ciurg 1946 ld | 19 |
Part IIDefinitions and Abbreviations | 29 |
CHAPTER | 36 |
Copyright | |
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Common terms and phrases
adjacent property lines approved bars beams bending bolts brick Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange flat slab foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permitted piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe solid space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood