Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 131
... ultimate strength of concrete for which the several parts of the structures were designed as specified in Section 2606. The working stresses for the design of buildings or structures shall be based on the ultimate strength indicated on ...
... ultimate strength of concrete for which the several parts of the structures were designed as specified in Section 2606. The working stresses for the design of buildings or structures shall be based on the ultimate strength indicated on ...
Page 181
... ultimate compressive strength of the con- crete used in the piles , determined by tests as specified in Chapter 26. The maximum allowable load on any pile shall not exceed such working stress multiplied by the average cross sec- tional ...
... ultimate compressive strength of the con- crete used in the piles , determined by tests as specified in Chapter 26. The maximum allowable load on any pile shall not exceed such working stress multiplied by the average cross sec- tional ...
Page 182
... ultimate 28 - day compressive strength on the concrete , except that where the length of the piles exceeds 40 times the nominal outside diameter , the unit load on the concrete shall not exceed 20 per cent of its 28 - day com- pressive ...
... ultimate 28 - day compressive strength on the concrete , except that where the length of the piles exceeds 40 times the nominal outside diameter , the unit load on the concrete shall not exceed 20 per cent of its 28 - day com- pressive ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts 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 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 permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe 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 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood