Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 128
... girders , splices of reinforcement shall not be made at points of maximum stress without the approval of the ... girders , or slabs supported thereon . Haunches and column capitals shall be considered as part of , and to act continuous ...
... girders , splices of reinforcement shall not be made at points of maximum stress without the approval of the ... girders , or slabs supported thereon . Haunches and column capitals shall be considered as part of , and to act continuous ...
Page 166
... Girders . Riveted plate girders , cover - plated beams , and rolled beams shall in general be propor- tioned by the moment of inertia of the gross section . No deduc- tion shall be made for standard shop or field rivet holes in either ...
... Girders . Riveted plate girders , cover - plated beams , and rolled beams shall in general be propor- tioned by the moment of inertia of the gross section . No deduc- tion shall be made for standard shop or field rivet holes in either ...
Page 167
... Girders . Crane runway girders shall be proportioned to resist any lateral forces produced by loads car- ried by them . These lateral forces shall in no case be less than 20 per cent of the maximum wheel loads . ( f ) Rivets Connecting ...
... Girders . Crane runway girders shall be proportioned to resist any lateral forces produced by loads car- ried by them . These lateral forces shall in no case be less than 20 per cent of the maximum wheel loads . ( f ) Rivets Connecting ...
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