Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 135
... Beams . 1. In T - beam construc- T - Beams tion the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one ...
... Beams . 1. In T - beam construc- T - Beams tion the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one ...
Page 148
... BEAMS OR REINFORCED BEARING WALLS ( a ) Load to be carried by Marginal Beam or Wall . Marginal Beams with Depth greater than 11⁄2 times the Slab Thickness ; or reinforced Bearing Wall . Loads directly superimposed upon it plus a uniform ...
... BEAMS OR REINFORCED BEARING WALLS ( a ) Load to be carried by Marginal Beam or Wall . Marginal Beams with Depth greater than 11⁄2 times the Slab Thickness ; or reinforced Bearing Wall . Loads directly superimposed upon it plus a uniform ...
Page 160
... beam . Sec . 2623. The term " Composite Beam " shall apply to any rolled or fabricated steel floor beam entirely encased in poured concrete at least four inches ( 4 " ) wider , at its narrowest point , than the flange of the beam ...
... beam . Sec . 2623. The term " Composite Beam " shall apply to any rolled or fabricated steel floor beam entirely encased in poured concrete at least four inches ( 4 " ) wider , at its narrowest point , than the flange of the beam ...
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