Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 130
... slab center to of longitudinal tensile reinforcement ; the least lateral di- mension of a concrete column ; the ... slab ; span length of flat slab ( us- ually expressed in feet ) center to center of columns in the direction in which ...
... slab center to of longitudinal tensile reinforcement ; the least lateral di- mension of a concrete column ; the ... slab ; span length of flat slab ( us- ually expressed in feet ) center to center of columns in the direction in which ...
Page 135
... Slab . The depth of the beam or slab shall be taken as the distance from the centroid of the tensile reinforcement to the compression face of the structural mem- bers . Any floor finish not placed monolithically with the floor slab ...
... Slab . The depth of the beam or slab shall be taken as the distance from the centroid of the tensile reinforcement to the compression face of the structural mem- bers . Any floor finish not placed monolithically with the floor slab ...
Page 136
... slab shall be provided as specified in Section 2615 . 4. Where removable forms or fillers not complying with ( 2 ) are used , the thickness of the concrete slab shall not be less than one - twelfth of the clear distance between ribs and ...
... slab shall be provided as specified in Section 2615 . 4. Where removable forms or fillers not complying with ( 2 ) are used , the thickness of the concrete slab shall not be less than one - twelfth of the clear distance between ribs and ...
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