Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 135
... flange on one side only , the effec- tive overhanging flange width shall not exceed one - twelfth of the span length of the beam , nor six times the thickness of the slab , nor one - half the clear distance to the nearest beam . 3 ...
... flange on one side only , the effec- tive overhanging flange width shall not exceed one - twelfth of the span length of the beam , nor six times the thickness of the slab , nor one - half the clear distance to the nearest beam . 3 ...
Page 166
... flange ; ( except that in special cases where the reduction of the area of either flange by such rivet holes , calculated in ac- cordance with the provisions of Section 2707 , exceeds 15 per cent of the gross flange area , the excess ...
... flange ; ( except that in special cases where the reduction of the area of either flange by such rivet holes , calculated in ac- cordance with the provisions of Section 2707 , exceeds 15 per cent of the gross flange area , the excess ...
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 ...
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