Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 155
... Pipe Columns . - The permissible load on columns con- sisting of steel pipe filled with concrete shall be determined by Formula ( 14 ) . P = 0.225ƒ'A , + ƒ'‚A , The value of f ' , shall be that given by Formula ( 15 ) . f ' , = ( 18,000 ...
... Pipe Columns . - The permissible load on columns con- sisting of steel pipe filled with concrete shall be determined by Formula ( 14 ) . P = 0.225ƒ'A , + ƒ'‚A , The value of f ' , shall be that given by Formula ( 15 ) . f ' , = ( 18,000 ...
Page 219
... pipe inlets shall be installed in the first Basement floor of every store , warehouse or factory where there are Pipe cellars or basements under same , except where in such cellars Inlets or basements there is installed an automatic ...
... pipe inlets shall be installed in the first Basement floor of every store , warehouse or factory where there are Pipe cellars or basements under same , except where in such cellars Inlets or basements there is installed an automatic ...
Page 276
... pipe , each register shall have a capacity of not less than two - thirds the area of the leader pipe . ( f ) Construction and Installation . Ninety - degree bends in round pipe shall be made by not less than four piece elbows . Sixty ...
... pipe , each register shall have a capacity of not less than two - thirds the area of the leader pipe . ( f ) Construction and Installation . Ninety - degree bends in round pipe shall be made by not less than four piece elbows . Sixty ...
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