Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 140
... single bent bar or of a single group of bent bars the required area of such bars shall be computed by formula ( 7 ) . До = V ' fo sin a In formula ( 7 ) V ' shall not exceed 0.040ƒ ' . bjd . . ( 7 ) Only the center three - fourths of ...
... single bent bar or of a single group of bent bars the required area of such bars shall be computed by formula ( 7 ) . До = V ' fo sin a In formula ( 7 ) V ' shall not exceed 0.040ƒ ' . bjd . . ( 7 ) Only the center three - fourths of ...
Page 156
... single exterior bay at two adjacent floor levels , or 3. Loads on a single exterior bay at one floor level . Resistance to bending moments at any floor level shall be pro- vided by distributing the moments between the columns immedi ...
... single exterior bay at two adjacent floor levels , or 3. Loads on a single exterior bay at one floor level . Resistance to bending moments at any floor level shall be pro- vided by distributing the moments between the columns immedi ...
Page 173
... single lacing and 70 per cent of that distance for dou- ble lacing . The ratio // r shall not exceed 140 for single lacing and 200 for double lacing . ( e ) Thickness of Lacing Bars . The thickness of lacing bars shall be not less than ...
... single lacing and 70 per cent of that distance for dou- ble lacing . The ratio // r shall not exceed 140 for single lacing and 200 for double lacing . ( e ) Thickness of Lacing Bars . The thickness of lacing bars shall be not less than ...
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