Anales de la Sociedad Científica Argentina, Vol. 235: Año 2006
The problem of lateral buckling of simply supported elastic beams under the action of two equal concentrated loads symmetrically arranged with respect to the plane of the central section of the beam is studied. The cross - sectional section of the beam has a single axis of symmetry and the loads are applied over the upper flange of the beam.
The problem is solved analytically by means of.
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