Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 11
... Connectors 2510 . Cylindrical Pins 2511 . Lag Screws 2512 . Wood Screws CHAPTER 26 . Reinforced Concrete ( Quality and Design ) . ..120 SEC . 2601 . Quality 2602. Design 2603 . Definitions 2604 . Materials 2605. Tests 2606. Quality of ...
... Connectors 2510 . Cylindrical Pins 2511 . Lag Screws 2512 . Wood Screws CHAPTER 26 . Reinforced Concrete ( Quality and Design ) . ..120 SEC . 2601 . Quality 2602. Design 2603 . Definitions 2604 . Materials 2605. Tests 2606. Quality of ...
Page 71
... connectors housed within the contact faces or by bolts . No wood column shall be less than eight inches ( 8 ′′ ) nominal in its least dimension ; no beam , girder or joist shall be less than six inches ( 6 ′′ ) nominal in its least ...
... connectors housed within the contact faces or by bolts . No wood column shall be less than eight inches ( 8 ′′ ) nominal in its least dimension ; no beam , girder or joist shall be less than six inches ( 6 ′′ ) nominal in its least ...
Page 108
... connectors are used with bolts to transmit stresses between structural or load - bearing members shall be designed in accordance with the principles and recommended safe loads set forth in the " Wood Hand- book , " U. S. Department of ...
... connectors are used with bolts to transmit stresses between structural or load - bearing members shall be designed in accordance with the principles and recommended safe loads set forth in the " Wood Hand- book , " U. S. Department of ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
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