Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 107
... values may be increased one - quarter for values parallel to the grain . ( g ) Joints in Wet Locations . When the joint is to be used in a location " occasionally wet but quickly dried , " tabulated bolt values shall be reduced one ...
... values may be increased one - quarter for values parallel to the grain . ( g ) Joints in Wet Locations . When the joint is to be used in a location " occasionally wet but quickly dried , " tabulated bolt values shall be reduced one ...
Page 124
... values including all the compressive strengths called for on the plans . The curve shall be established by at least three points , each point repre- senting average values from at least four test specimens . The water - content used in ...
... values including all the compressive strengths called for on the plans . The curve shall be established by at least three points , each point repre- senting average values from at least four test specimens . The water - content used in ...
Page 132
... values in bond may be used ) Bearing : fc On full area On one - third area * Pedestals ( see Sec . 2621e ) 588 0.25f'c 500 625 750 938 0.375ƒ'c 750 938 1125 1405 Allowable Unit Stresses in Reinforce- ment * The allowable bearing stress ...
... values in bond may be used ) Bearing : fc On full area On one - third area * Pedestals ( see Sec . 2621e ) 588 0.25f'c 500 625 750 938 0.375ƒ'c 750 938 1125 1405 Allowable Unit Stresses in Reinforce- ment * The allowable bearing stress ...
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