Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 166
... flanges , shall ex- tend as closely as possible to the edges of the flange angles , and shall not be crimped . They shall be connected to the web by enough rivets to transmit the stress . Only that portion of the outstanding legs ...
... flanges , shall ex- tend as closely as possible to the edges of the flange angles , and shall not be crimped . They shall be connected to the web by enough rivets to transmit the stress . Only that portion of the outstanding legs ...
Page 167
... Flanges to Web . Rivets connecting the flanges to the web shall be proportioned to resist the hori- zontal shear due to bending as well as any loads applied directly to the flange . ( g ) Plate Girder Flanges . Cover plates of girders ...
... Flanges to Web . Rivets connecting the flanges to the web shall be proportioned to resist the hori- zontal shear due to bending as well as any loads applied directly to the flange . ( g ) Plate Girder Flanges . Cover plates of girders ...
Page 175
... flange . The effective width of flanges on such members having an I - section shall not exceed 20 times the thickness of the flange on each side of the neutral axis . The effective width of steel sheets or plates constructed to act ...
... flange . The effective width of flanges on such members having an I - section shall not exceed 20 times the thickness of the flange on each side of the neutral axis . The effective width of steel sheets or plates constructed to act ...
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