Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 83
... DEAD LOADS Sec . 2301. Dead Load . The dead load of a building shall Definitions include the weight of the walls , permanent partitions , framing , floors , roofs and all other permanent stationary construction entering into and ...
... DEAD LOADS Sec . 2301. Dead Load . The dead load of a building shall Definitions include the weight of the walls , permanent partitions , framing , floors , roofs and all other permanent stationary construction entering into and ...
Page 86
... dead load resisting moment . The weight of earth superimposed over footings may be used to calculate the dead load resisting moment . For combined stresses due to wind and other loads the al- lowable unit stresses may be increased 33 ...
... dead load resisting moment . The weight of earth superimposed over footings may be used to calculate the dead load resisting moment . For combined stresses due to wind and other loads the al- lowable unit stresses may be increased 33 ...
Page 264
... dead plus one - half the vertical design live load , except for warehouses and tanks , in which case such force shall be proportional to the total dead plus the total vertical designed live load . The force shall be assumed to come from ...
... dead plus one - half the vertical design live load , except for warehouses and tanks , in which case such force shall be proportional to the total dead plus the total vertical designed live load . The force shall be assumed to come from ...
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