Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 142
... face , the bond stress at any cross section shall be computed by formula ( 9 ) . и = V Zoid in which V is the shear at that section . ( 9 ) Adequate end anchorage shall be provided for the tensile reinforcement in all flexural members ...
... face , the bond stress at any cross section shall be computed by formula ( 9 ) . и = V Zoid in which V is the shear at that section . ( 9 ) Adequate end anchorage shall be provided for the tensile reinforcement in all flexural members ...
Page 159
... face of the column or pedestal supported by the footing . In footings on piles the critical section shall be assumed at a d distance from the face of the column or pedestal , and any ― 2 piles whose centers are at or within the section ...
... face of the column or pedestal supported by the footing . In footings on piles the critical section shall be assumed at a d distance from the face of the column or pedestal , and any ― 2 piles whose centers are at or within the section ...
Page 235
... face Shells Unplastered 8 Hollow Gypsum Blocks Hollow Wall of Reinforced Pneumatically Unplastered 6 * 5 * 4 * 3 ... Face Shells . Fire - Resistive Floor , Roof and Ceiling Construction (. 4/2 Concrete Block or Tile Aggregate Expanded ...
... face Shells Unplastered 8 Hollow Gypsum Blocks Hollow Wall of Reinforced Pneumatically Unplastered 6 * 5 * 4 * 3 ... Face Shells . Fire - Resistive Floor , Roof and Ceiling Construction (. 4/2 Concrete Block or Tile Aggregate Expanded ...
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