Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 150
... distance between floor slabs . Exceptions : 1. In flat slab construction , it shall be the clear distance between the floor and the lower extremity of the capital . 2. In beam and slab construction , it shall be the clear distance ...
... distance between floor slabs . Exceptions : 1. In flat slab construction , it shall be the clear distance between the floor and the lower extremity of the capital . 2. In beam and slab construction , it shall be the clear distance ...
Page 171
Pacific Coast Building Officials Conference, International Conference of Building Officials. The minimum distance between centers of rivet holes shall be three diameters of the rivet ; but the distance shall be not less than that ...
Pacific Coast Building Officials Conference, International Conference of Building Officials. The minimum distance between centers of rivet holes shall be three diameters of the rivet ; but the distance shall be not less than that ...
Page 173
... distance between the lines of rivets connecting them to the flanges , and intermediate ones of not less than one - half of this distance . The thickness of tie plates shall be not less than one - fiftieth of the distance be- tween the ...
... distance between the lines of rivets connecting them to the flanges , and intermediate ones of not less than one - half of this distance . The thickness of tie plates shall be not less than one - fiftieth of the distance be- tween the ...
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