Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 151
... 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 gross area , A ,. 2. Vertical ...
... 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 gross area , A ,. 2. Vertical ...
Page 225
... pounds at ordinary temperatures , and the strength of two strands of yarn and one wire twisted together shall be sufficient to support a load of six pounds . The strength of the cloth in tension when tested by the strip method shall be ...
... pounds at ordinary temperatures , and the strength of two strands of yarn and one wire twisted together shall be sufficient to support a load of six pounds . The strength of the cloth in tension when tested by the strip method shall be ...
Page 250
... pounds of hydrated lime , 150 pounds of Keene's cement and six pounds of fiber to one cubic yard ( 1 cu . yd . ) of sand . The second coat for three - coat work on metal and wire lath and for two - coat work on wood lath , brick , tile ...
... pounds of hydrated lime , 150 pounds of Keene's cement and six pounds of fiber to one cubic yard ( 1 cu . yd . ) of sand . The second coat for three - coat work on metal and wire lath and for two - coat work on wood lath , brick , tile ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
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