Uniform Building Code, Volume 1International Conference of Building Officials, 1970 - Building laws |
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Page 185
... Connections other species see U.B.C. Standard No. 25-17 . ) ( c ) Drift Bolts or Pins . Connections of wood structural members involving the use of drift bolts or drift pins shall be designed in accordance with the provisions set forth ...
... Connections other species see U.B.C. Standard No. 25-17 . ) ( c ) Drift Bolts or Pins . Connections of wood structural members involving the use of drift bolts or drift pins shall be designed in accordance with the provisions set forth ...
Page 382
... Connections . Connections shall be designed for all tributary forces and shall be capable of supporting not less than six kips . EXCEPTION : Lacing , sag bars and girts may be de- signed only for tributary forces . ( b ) Eccentric ...
... Connections . Connections shall be designed for all tributary forces and shall be capable of supporting not less than six kips . EXCEPTION : Lacing , sag bars and girts may be de- signed only for tributary forces . ( b ) Eccentric ...
Page 385
... connections , may be considered as sharing the stresses with rivets in a connection . ( 1 ) Field Connections . Rivets , high strength bolts or welds shall be used for the following connections : Column splices in all tier structures ...
... connections , may be considered as sharing the stresses with rivets in a connection . ( 1 ) Field Connections . Rivets , high strength bolts or welds shall be used for the following connections : Column splices in all tier structures ...
Contents
Title | 21 |
CHAPTER 3 | 27 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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Common terms and phrases
aggregate allowable stress applied approved bars beam bending bolts Building Official building or structure ceiling cent chimney Code column compression members compressive strength conform Continued dead load diameter distance doors dry standpipes enclosures exceed exit exterior walls fiber fire protection Fire Zone fire-extinguishing systems fire-resistive construction Firestopping flange floor area foot Formula frame girders grade Group grout gypsum plaster gypsum wallboard height horizontal installed joints joists least length less live load located lumber masonry materials maximum metal lath minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel permitted plastic plate portland cement pounds per square prestressing ratio reinforced concrete resist roof shear stress shear walls sheathing slab space frame spaced span specified in Section square feet square inch stairway standpipes steel studs surface Table tension tests thickness tion U.B.C. Standard ultimate strength Ventilation vertical welds width wood yield strength