Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 92
... head , bed , and wall joints shall be solidly filled with mortar . At the time of laying , clay or shale units shall be clean , damp , and shall have sufficient moisture content so that the amount of water per square inch absorbed ...
... head , bed , and wall joints shall be solidly filled with mortar . At the time of laying , clay or shale units shall be clean , damp , and shall have sufficient moisture content so that the amount of water per square inch absorbed ...
Page 147
... Head at discontinuous edge Direct Band at Center -M ft . lb. + M ft . lb. 0.28M . 0.24M . 0.018 WI 0.0156 WI Diagonal Bands at Column Head at discontinuous edge -M ft . lb. 0.15M , 0.010WI Diagonal Bands at Center + M ft . lb. 0.17M ...
... Head at discontinuous edge Direct Band at Center -M ft . lb. + M ft . lb. 0.28M . 0.24M . 0.018 WI 0.0156 WI Diagonal Bands at Column Head at discontinuous edge -M ft . lb. 0.15M , 0.010WI Diagonal Bands at Center + M ft . lb. 0.17M ...
Page 149
... head ( if re- quired ) Point of top bend in bent bars ( from column center ) 1 - b , + ( 2 ' or 40d ) 1.51 + .6ct .651 ( 2 ' or 40d ) 1.635 / † .751 1.441.66ct 1.59 / t .751 .5 + .6c .6351 .441 + .66c .591 .251 .251 .251 251 MIDDLE ...
... head ( if re- quired ) Point of top bend in bent bars ( from column center ) 1 - b , + ( 2 ' or 40d ) 1.51 + .6ct .651 ( 2 ' or 40d ) 1.635 / † .751 1.441.66ct 1.59 / t .751 .5 + .6c .6351 .441 + .66c .591 .251 .251 .251 251 MIDDLE ...
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