Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 164
... formula ( 16 ) . A , = V ' fo sin a In formula ( 16 ) V ' shall not exceed 0.040f ' . bjd . ( 16 ) Only the center three - fourths of the inclined portion of such bar , or group of bars , shall be considered effective as web ...
... formula ( 16 ) . A , = V ' fo sin a In formula ( 16 ) V ' shall not exceed 0.040f ' . bjd . ( 16 ) Only the center three - fourths of the inclined portion of such bar , or group of bars , shall be considered effective as web ...
Page 178
... Formula ( 24 ) at any point ; in addition to this , the reinforced concrete portion shall be designed to carry , in accordance with Formula ( 22 ) , all floor loads brought onto the column at levels between the metal brackets or ...
... Formula ( 24 ) at any point ; in addition to this , the reinforced concrete portion shall be designed to carry , in accordance with Formula ( 22 ) , all floor loads brought onto the column at levels between the metal brackets or ...
Page 179
... Formula ( 26 ) . P = 0.225f'cAc + f ' , A , The value of f ' , shall be that given by Formula ( 27 ) . f ' , = ( 18,000 - 70/7/2 h F. WHERE f ' , average unit stress in metal core . h = unsupported length of column . K = least radius of ...
... Formula ( 26 ) . P = 0.225f'cAc + f ' , A , The value of f ' , shall be that given by Formula ( 27 ) . f ' , = ( 18,000 - 70/7/2 h F. WHERE f ' , average unit stress in metal core . h = unsupported length of column . K = least radius of ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood