Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 362
... Connections . Connections shall be designed for all tributary forces and shall be capable of supporting not less than 6000 pounds . 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 6000 pounds . EXCEPTION : Lacing , sag bars and girts may be de- signed only for tributary forces . ( b ) Eccentric ...
Page 363
... Connections of Tension and Compression Members in Trusses . The connections at ends of tension or compression members in trusses shall develop the strength required by the stress , but not less than 50 per cent of the effective strength ...
... Connections of Tension and Compression Members in Trusses . The connections at ends of tension or compression members in trusses shall develop the strength required by the stress , but not less than 50 per cent of the effective strength ...
Page 364
... 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
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength