Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 134
... steel shall not be exceeded : In Tension : Intermediate and hard grade billet or axle steel , rail steel and cold drawn wire ...... Structural grade bars and structural steel shapes For one - way slabs not exceeding 12 feet in span , steel ...
... steel shall not be exceeded : In Tension : Intermediate and hard grade billet or axle steel , rail steel and cold drawn wire ...... Structural grade bars and structural steel shapes For one - way slabs not exceeding 12 feet in span , steel ...
Page 186
... Steel joisted floors shall consist of steel joists as specified in Section 2715. When used in Type I or Type II buildings they shall have a reinforced concrete or gypsum slab not less than two inches ( 2 " ) thick placed on and secured ...
... Steel joisted floors shall consist of steel joists as specified in Section 2715. When used in Type I or Type II buildings they shall have a reinforced concrete or gypsum slab not less than two inches ( 2 " ) thick placed on and secured ...
Page 187
... steel floors shall Steel Floors have a minimum of two inches ( 2 ′′ ) of concrete fill on top ( Cont'd . ) and shall be protected with a fire - resistive ceiling suspended from the underside . ( b ) Physical Properties . The steel used ...
... steel floors shall Steel Floors have a minimum of two inches ( 2 ′′ ) of concrete fill on top ( Cont'd . ) and shall be protected with a fire - resistive ceiling suspended from the underside . ( b ) Physical Properties . The steel used ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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allowable unit approved bars beams bolt Bolted Joints Building Official building or structure ceiling cent Chimneys Code columns combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected fire-resistive protection flammable liquids flange floor area foot frame girders grade Group gypsum horizontal incombustible materials installed interior joints joists lath least less than one-hour live load lumber metal minimum mortar Occupancy Separation occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plaster plate portland cement pounds per square proscenium reinforced concrete resistance rivets shafts shear six inches slab space span specified in Chapter specified in Section square feet square inch Stairs stairway standpipes structural steel studs Table tensile stress thickness twenty feet 20 Types of Construction U.B.C. Standard unit stress vent ventilation vertical openings width wire wood