Uniform Building CodePacific Coast Building Officials Conference, 1939 - Building laws |
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Page 113
... 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 loads in ...
... 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 loads in ...
Page 116
... 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 % per ...
... 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 % per ...
Page 202
... load on structural steel piles shall be in conformity with the requirements of Section 2803 ( e ) . ( e ) Safe Load . The assumed safe load on a pile shall not exceed the value given by the following formula , unless such safe load is ...
... load on structural steel piles shall be in conformity with the requirements of Section 2803 ( e ) . ( e ) Safe Load . The assumed safe load on a pile shall not exceed the value given by the following formula , unless such safe load is ...
Contents
Part IAdministrative | 19 |
Enforcement | 26 |
Part IIIRequirements Based on Occupancy | 36 |
Copyright | |
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Common terms and phrases
A. S. T. M. Designation adjacent property lines approved balconies bars beams brick Building Inspector building or structure ceiling cent Chapter 33 coat Code columns compression construction as specified doors dry standpipes E occupancies Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flammable liquids floor area foot frame girders grade Group A occupancies Group H gypsum H occupancies horizontal joists less than one-hour lime live load masonry metal lath mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit portland cement pounds per square proscenium protected ramps reinforced concrete rivets roof covering roofing felt seating capacity Section 503 shear six inches slab smokeproof towers space specified in Chapter specified in Section square feet square inch stairs stairways standpipes storage structural steel stucco studs supported tests thereof thickness tion Type V buildings TYPES OF CONSTRUCTION ventilation vertical openings width wire wood