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Lateral buckling of elastically end-restrained I beams
Critical lateral loads and corresponding critical bending stresses at midspan for prismatic I beams having equal, linear, rotational restraints at both ends; in practical structures such end restraint is commonly provided by connections; it is of importance to determine increase of lateral buckling load which results from this restraint.
Lateral buckling of elastically end-restrained I beams
Critical lateral loads and corresponding critical bending stresses at midspan for prismatic I beams having equal, linear, rotational restraints at both ends; in practical structures such end restraint is commonly provided by connections; it is of importance to determine increase of lateral buckling load which results from this restraint.
Lateral buckling of elastically end-restrained I beams
Am Soc Civ Engrs -- Proc Separate
Austin, W.J. (author) / Yegian, S. (author) / Tung, T.P. (author)
1955
25 pages
Article (Journal)
English
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