Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 171
... rivets shall be not more than three - fourths of that of the whole member . The pitch of rivets at the ends of built - up compression mem- bers shall not exceed four diameters of the rivets for a length equal to one and one - half times ...
... rivets shall be not more than three - fourths of that of the whole member . The pitch of rivets at the ends of built - up compression mem- bers shall not exceed four diameters of the rivets for a length equal to one and one - half times ...
Page 173
... rivets not more than twelve inches ( 12 ′′ ) apart in either direction . The ends of beams , channels , girders and trusses that bear on masonry or reinforced concrete shall be so framed that the allowable stresses for masonry or ...
... rivets not more than twelve inches ( 12 ′′ ) apart in either direction . The ends of beams , channels , girders and trusses that bear on masonry or reinforced concrete shall be so framed that the allowable stresses for masonry or ...
Page 177
... rivet , full , neatly finished , and concentric with the holes . Rivets . after driving , shall be tight , completely filling the holes , and with heads in full contact with the surface . Rivets shall be heated uniformly to a ...
... rivet , full , neatly finished , and concentric with the holes . Rivets . after driving , shall be tight , completely filling the holes , and with heads in full contact with the surface . Rivets shall be heated uniformly to a ...
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