Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 145
... bands located within the strips , each band being .51 , in width . In the four - way system , it shall be assumed ... total positive and nega- tive moments ( M. ) in either direction and the middle strip positive and negative moments in ...
... bands located within the strips , each band being .51 , in width . In the four - way system , it shall be assumed ... total positive and nega- tive moments ( M. ) in either direction and the middle strip positive and negative moments in ...
Page 147
... BANDS ) ( FOR SQUARE PANEL ) Direct Band at Column Head at discontinuous edge Direct Band at Center -M ft . lb. + M ... total numerical sum of the positive and negative moments on the principal design sections is not reduced . Flat Slabs ...
... BANDS ) ( FOR SQUARE PANEL ) Direct Band at Column Head at discontinuous edge Direct Band at Center -M ft . lb. + M ... total numerical sum of the positive and negative moments on the principal design sections is not reduced . Flat Slabs ...
Page 149
... total band steel ) Length of bent bars ( not less than 4 total band steel ) Length of additional straight bars over column head ( if re- quired ) Point of top bend in bent bars ( from column center ) 1 - b , + ( 2 ' or 40d ) 1.51 + .6ct ...
... total band steel ) Length of bent bars ( not less than 4 total band steel ) Length of additional straight bars over column head ( if re- quired ) Point of top bend in bent bars ( from column center ) 1 - b , + ( 2 ' or 40d ) 1.51 + .6ct ...
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