Further Studies of the Strength of Beam-Columns

by R.L. Ketter,

Serial Information: Journal of the Structural Division, 1961, Vol. 87, Issue 6, Pg. 135-152

Document Type: Journal Paper

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Two basically different loading conditions were examined, and results are presented in interaction curve form; it has been assumed that member is of asrolled wide flange shape, subjected to bending moments in plane of its web; failure by excessive bending in plane of applied moments; possibility of unwinding in case in which imposed moments result in double curvature type of deformation.

Subject Headings: Beam columns | Structural strength | Moment (mechanics) | Curvature | Bending (structural) | Live loads | Flanges | Failure loads | Failure analysis | Webs (structure)

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