Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 134
... yield point of 56,000 lb. per sq . in ... .0025 ba .002 ba ( b ) Distance between Lateral Supports . The clear distance between lateral supports of a beam shall not exceed 32 times the least width of compression flange . ( c ) Depth of ...
... yield point of 56,000 lb. per sq . in ... .0025 ba .002 ba ( b ) Distance between Lateral Supports . The clear distance between lateral supports of a beam shall not exceed 32 times the least width of compression flange . ( c ) Depth of ...
Page 151
... yield point ; viz . , 16,000 pounds per square inch for intermediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * P , = ratio of the effective cross - sectional area of verti- cal reinforcement to the ...
... yield point ; viz . , 16,000 pounds per square inch for intermediate grade steel and 20,000 pounds per square inch for rail or hard grade steel . * P , = ratio of the effective cross - sectional area of verti- cal reinforcement to the ...
Page 155
... ( yield point of pipe ) 45,000 ( 14 ) ( 15 ) If the yield point of the pipe is not known , the factor F shall be taken as 0.5 . ( g ) Long Columns . The maximum permissible load P ' on Long axially loaded reinforced concrete or composite ...
... ( yield point of pipe ) 45,000 ( 14 ) ( 15 ) If the yield point of the pipe is not known , the factor F shall be taken as 0.5 . ( g ) Long Columns . The maximum permissible load P ' on Long axially loaded reinforced concrete or composite ...
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