Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 151
... Welded splices or other positive connections may be used instead of lapped splices . Welded splices shall preferably be used in cases where the bar diameter exceeds one and one - fourth inch ( 14 " ) . An approved welded splice shall be ...
... Welded splices or other positive connections may be used instead of lapped splices . Welded splices shall preferably be used in cases where the bar diameter exceeds one and one - fourth inch ( 14 " ) . An approved welded splice shall be ...
Page 172
... weld metal ( fillet welds ) ... Compression in weld metal ... 13,600 lbs . per sq . in . 20,000 lbs . per sq . in . Maximum fiber stresses due to bending shall not exceed the values prescribed above for tension and compression , respec ...
... weld metal ( fillet welds ) ... Compression in weld metal ... 13,600 lbs . per sq . in . 20,000 lbs . per sq . in . Maximum fiber stresses due to bending shall not exceed the values prescribed above for tension and compression , respec ...
Page 175
... welded together . For such steel studs Light the ratio / r shall not exceed 180 . Steel Construction The effective ... welded . All steel work , including welds and connections , except where entirely encased in concrete , shall be ...
... welded together . For such steel studs Light the ratio / r shall not exceed 180 . Steel Construction The effective ... welded . All steel work , including welds and connections , except where entirely encased in concrete , shall be ...
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