Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 140
... formula ( 6 ) . До = V's fo jd . ( 6 ) Inclined stirrups shall be proportioned by formula ( 8 ) . Stirrups placed perpendicular to the longitudinal reinforce- ment shall not be used alone as web reinforcement when the shearing unit ...
... formula ( 6 ) . До = V's fo jd . ( 6 ) Inclined stirrups shall be proportioned by formula ( 8 ) . Stirrups placed perpendicular to the longitudinal reinforce- ment shall not be used alone as web reinforcement when the shearing unit ...
Page 154
... Formula ( 12 ) at any point ; in addition to this , the reinforced concrete portion shall be designed to carry , in accordance with Formula ( 10 ) , all floor loads brought onto the column at levels between the metal brackets or ...
... Formula ( 12 ) at any point ; in addition to this , the reinforced concrete portion shall be designed to carry , in accordance with Formula ( 10 ) , all floor loads brought onto the column at levels between the metal brackets or ...
Page 155
... Formula ( 14 ) . P = 0.225ƒ'A , + ƒ'‚A , The value of f ' , shall be that given by Formula ( 15 ) . f ' , = ( 18,000 - 70 % ) WHERE f ' , F average unit stress in metal core . h = unsupported length of column . Kleast radius of gyration ...
... Formula ( 14 ) . P = 0.225ƒ'A , + ƒ'‚A , The value of f ' , shall be that given by Formula ( 15 ) . f ' , = ( 18,000 - 70 % ) WHERE f ' , F average unit stress in metal core . h = unsupported length of column . Kleast radius of gyration ...
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