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Buckling of three-legged columns with batten bracing
Equations available in literature for elastic buckling load of built-up prismatic members are critically evaluated; it is found that choice of equation markedly influences results in cases of three-legged compression members; experimental and analytical investigation suggests revised formula for buckling load; modification for existing formulas to extend their use to three-legged towers and columns is developed.
Buckling of three-legged columns with batten bracing
Equations available in literature for elastic buckling load of built-up prismatic members are critically evaluated; it is found that choice of equation markedly influences results in cases of three-legged compression members; experimental and analytical investigation suggests revised formula for buckling load; modification for existing formulas to extend their use to three-legged towers and columns is developed.
Buckling of three-legged columns with batten bracing
ASCE -- Proc (J Structural Div)
Tamayo, J.Y. (author) / Ojalvo, M. (author)
1965
13 pages
Article (Journal)
English
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