Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 168
... Rivets . Connections carrying calculated stresses , except for lacing , sag bars and girts , shall have not fewer than two rivets . ( b ) Eccentricity in Members . Members meeting at a joint shall have their gravity axis meet at a point ...
... Rivets . Connections carrying calculated stresses , except for lacing , sag bars and girts , shall have not fewer than two rivets . ( b ) Eccentricity in Members . Members meeting at a joint shall have their gravity axis meet at a point ...
Page 169
... rivets carrying computed stress pass through fillers , the fillers shall be extended beyond the connected member and the extension secured by sufficient rivets to develop the strength of the filler . ( h ) Fillers Under Stiffeners ...
... rivets carrying computed stress pass through fillers , the fillers shall be extended beyond the connected member and the extension secured by sufficient rivets to develop the strength of the filler . ( h ) Fillers Under Stiffeners ...
Page 172
... rivets connecting them to the segments of the members , and the rivet pitch shall be not more than six diameters and the tie plates shall be connected to each segment by at least three rivets . In welded construction , the welding on ...
... rivets connecting them to the segments of the members , and the rivet pitch shall be not more than six diameters and the tie plates shall be connected to each segment by at least three rivets . In welded construction , the welding on ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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appliance approved asbestos bars beams bolt brick Building Official building or structure ceiling cement cent Chimneys clearance Code column combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone flammable liquids floor flue or vent foot four inches furnaces girders Grade grain Group grout gypsum heaters height horizontal incombustible materials installed interior joints joists lath least live load located lumber masonry metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets roof shear six inches slab smoke pipe solid space specified in Chapter specified in Section square feet square inch Stairs stairway standpipes steel structural steel studs Subsection Table thickness twenty feet 20 TYPES OF CONSTRUCTION U.B.C. Standard ventilation width wire wood