Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 83
... Live Load . The live load includes all loads except dead and lateral loads . Sec . 2302. ( a ) General . Buildings and all parts thereof shall Loads be of sufficient strength to support the estimated or actual imposed dead and live ...
... Live Load . The live load includes all loads except dead and lateral loads . Sec . 2302. ( a ) General . Buildings and all parts thereof shall Loads be of sufficient strength to support the estimated or actual imposed dead and live ...
Page 85
... live loads Reduction shall be permitted in designing of columns , piers , walls , founda- of Live Loads tions , trusses and girders . 1. No reduction of the assumed live load shall be allowed in the design of any slabs , joists or beams ...
... live loads Reduction shall be permitted in designing of columns , piers , walls , founda- of Live Loads tions , trusses and girders . 1. No reduction of the assumed live load shall be allowed in the design of any slabs , joists or beams ...
Page 86
... live loads for which each floor or part there- of of a commercial or industrial building is or has been designed , shall have such designed live loads conspicuously posted by the owner in that part of each story in which they apply ...
... live loads for which each floor or part there- of of a commercial or industrial building is or has been designed , shall have such designed live loads conspicuously posted by the owner in that part of each story in which they apply ...
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