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Framing connections for square structural tubing
Five types of simple connections for framing beams into square and rectangular structural steel tubular columns are treated; two types were adequate in all respects -- conventional angle seat, and connection made by welding length of structural tee to tube face; beam web connection consisting of piece of plate fillet welded to center of tube wall tended to induce excessive local deformation and weakening of tubular column section; similar connection made by welding plate on corner of tube, at 45° to principal axes, also produced tube distortion as well as being excessively stiff; final type studied consisted of plate inserted through vertical slots cut in center of tube wall and then welded at faces of both walls; it proved to be excessively stiff.
Framing connections for square structural tubing
Five types of simple connections for framing beams into square and rectangular structural steel tubular columns are treated; two types were adequate in all respects -- conventional angle seat, and connection made by welding length of structural tee to tube face; beam web connection consisting of piece of plate fillet welded to center of tube wall tended to induce excessive local deformation and weakening of tubular column section; similar connection made by welding plate on corner of tube, at 45° to principal axes, also produced tube distortion as well as being excessively stiff; final type studied consisted of plate inserted through vertical slots cut in center of tube wall and then welded at faces of both walls; it proved to be excessively stiff.
Framing connections for square structural tubing
ASCE -- Proc (J Structural Div)
White, R.N. (author) / Fang, P.J. (author)
1966
20 pages
Article (Journal)
English
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Simple framing connections for square structural tubing
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