Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 136
... direction only . Such reinforcement shall provide for the following minimum ratios of reinforcement area to con- crete area ( bd ) , but in no case shall such reinforcing bars be placed farther apart than five times the slab thickness ...
... direction only . Such reinforcement shall provide for the following minimum ratios of reinforcement area to con- crete area ( bd ) , but in no case shall such reinforcing bars be placed farther apart than five times the slab thickness ...
Page 187
... direction of span and then shall not be placed more than one - half inch ( 1⁄2 " ) into the slab . Concrete Floors ... direction perpendicular to the direction of the joists . Such bridging shall consist of solid concrete sec- tions ...
... direction of span and then shall not be placed more than one - half inch ( 1⁄2 " ) into the slab . Concrete Floors ... direction perpendicular to the direction of the joists . Such bridging shall consist of solid concrete sec- tions ...
Page 265
... direction horizontally Normal to surface of wall Normal to surface of wall Any direction horizontally Any direction horizontally * See map on page 266 for zones . The values given " C " are minimum and should be adopted in locations not ...
... direction horizontally Normal to surface of wall Normal to surface of wall Any direction horizontally Any direction horizontally * See map on page 266 for zones . The values given " C " are minimum and should be adopted in locations not ...
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