Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 145
... resisted by the direct band ; that the column strip negative moment is resisted by the direct band plus the two diagonal bands multiplied by the cosine of the an- gle between the direct band and the diagonal bands ; that the middle ...
... resisted by the direct band ; that the column strip negative moment is resisted by the direct band plus the two diagonal bands multiplied by the cosine of the an- gle between the direct band and the diagonal bands ; that the middle ...
Page 167
... resist any lateral forces produced by loads car- ried by them . These lateral forces shall in no case be less than 20 per cent of the maximum wheel loads . ( f ) Rivets Connecting Flanges to Web . Rivets connecting the flanges to the ...
... resist any lateral forces produced by loads car- ried by them . These lateral forces shall in no case be less than 20 per cent of the maximum wheel loads . ( f ) Rivets Connecting Flanges to Web . Rivets connecting the flanges to the ...
Page 264
... resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this Section and shall be located symmetrically about the center of mass of the building or the building shall be designed ...
... resisting members and shall be of sufficient extent and detail to resist the horizontal forces provided for in this Section and shall be located symmetrically about the center of mass of the building or the building shall be designed ...
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