Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 155
... steel column shall be designed to carry safely any construction or other loads to be placed upon it prior to its encasement in concrete . 2. Pipe Columns . - The permissible load on columns con- sisting of steel pipe filled with ...
... steel column shall be designed to carry safely any construction or other loads to be placed upon it prior to its encasement in concrete . 2. Pipe Columns . - The permissible load on columns con- sisting of steel pipe filled with ...
Page 182
... steel section , except that where the piles are required to be designed as ... pipe piles shall be as specified in Section 2803 ( f ) . In applying the ... steel plus 25 per cent of the ultimate 28 - day compressive strength on the ...
... steel section , except that where the piles are required to be designed as ... pipe piles shall be as specified in Section 2803 ( f ) . In applying the ... steel plus 25 per cent of the ultimate 28 - day compressive strength on the ...
Page 257
... Steel Pipe 2701 A82-34 Standard Specifications for Cold - Drawn Steel A160-39 Wire for Concrete Reinforcement 2604 ( d ) , 2620 ( c ) Standard Specifications for Axle - Steel Bars for Concrete Reinforcement A245-44T C5-26 Tentative ...
... Steel Pipe 2701 A82-34 Standard Specifications for Cold - Drawn Steel A160-39 Wire for Concrete Reinforcement 2604 ( d ) , 2620 ( c ) Standard Specifications for Axle - Steel Bars for Concrete Reinforcement A245-44T C5-26 Tentative ...
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