Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 147
... column strip and middle strip on the line of the first interior columns are the same as for an interior panel . Moments in the strips parallel to the discontinuous edge are the same as for an interior panel . Flat Slabs ( Cont'd ...
... column strip and middle strip on the line of the first interior columns are the same as for an interior panel . Moments in the strips parallel to the discontinuous edge are the same as for an interior panel . Flat Slabs ( Cont'd ...
Page 149
... column head ( if re- quired ) Point of top bend in bent bars ( from column center ) 1 - b , + ( 2 ' or 40d ) 1.51 + .6ct .651 ( 2 ' or 40d ) 1.635 / † .751 1.441.66ct 1.59 / t .751 .5 + .6c .6351 .441 + .66c .591 .251 .251 .251 251 ...
... column head ( if re- quired ) Point of top bend in bent bars ( from column center ) 1 - b , + ( 2 ' or 40d ) 1.51 + .6ct .651 ( 2 ' or 40d ) 1.635 / † .751 1.441.66ct 1.59 / t .751 .5 + .6c .6351 .441 + .66c .591 .251 .251 .251 251 ...
Page 154
... column , the minimum clearance may be reduced to two inches ( 2 ′′ ) . 3. Splices and Connections of Metal Cores - Metal cores in composite columns shall be accurately milled at splices and positive provision shall be made for alignment ...
... column , the minimum clearance may be reduced to two inches ( 2 ′′ ) . 3. Splices and Connections of Metal Cores - Metal cores in composite columns shall be accurately milled at splices and positive provision shall be made for alignment ...
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