Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 101
... factors for bearings less than six inches ( 6 " ) in length and located three inches ( 3 " ) or more from the end of ... factor may be taken as for a bearing , the length of which equals the diameter of the washer . 2. SHEAR . Allowable ...
... factors for bearings less than six inches ( 6 " ) in length and located three inches ( 3 " ) or more from the end of ... factor may be taken as for a bearing , the length of which equals the diameter of the washer . 2. SHEAR . Allowable ...
Page 141
... factor of safety being applied in both cases . ( e ) Combined Web Reinforcement . Where more than one type of reinforcement is used to reinforce the same portion of the web , the total shearing resistance of this portion of the web ...
... factor of safety being applied in both cases . ( e ) Combined Web Reinforcement . Where more than one type of reinforcement is used to reinforce the same portion of the web , the total shearing resistance of this portion of the web ...
Page 265
... FACTORS Part or Portion Value of " C " * Direction of Force The structure as a whole and every portion not itemized in ... factor shown . ( c ) Foundation Ties . In the design of buildings of Types I , II and III , where the foundations ...
... FACTORS Part or Portion Value of " C " * Direction of Force The structure as a whole and every portion not itemized in ... factor shown . ( c ) Foundation Ties . In the design of buildings of Types I , II and III , where the foundations ...
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