Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 85
... wind pressure upon the gross area of the vertical projection of buildings and struc- tures shall be taken at not less than 15 pounds per square foot for those portions of the building less than sixty feet ( 60 ' ) above ground and at ...
... wind pressure upon the gross area of the vertical projection of buildings and struc- tures shall be taken at not less than 15 pounds per square foot for those portions of the building less than sixty feet ( 60 ' ) above ground and at ...
Page 86
... wind pressure on circular tanks , towers or stacks this pressure shall be assumed to act on 6/10 of the projected area . The overturning moment calculated from the wind pressure shall in no case exceed two - thirds of the dead load ...
... wind pressure on circular tanks , towers or stacks this pressure shall be assumed to act on 6/10 of the projected area . The overturning moment calculated from the wind pressure shall in no case exceed two - thirds of the dead load ...
Page 311
... WIND For roof design Increased stresses for In erection - to be provided for .. Pressure for vertical surfaces Steel increased stresses for WINDOWS General requirements Fire - resistive - design of 1101 .3313 ( b ) .3304 ( b ) .3303 ( d ) ...
... WIND For roof design Increased stresses for In erection - to be provided for .. Pressure for vertical surfaces Steel increased stresses for WINDOWS General requirements Fire - resistive - design of 1101 .3313 ( b ) .3304 ( b ) .3303 ( d ) ...
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