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

Abstract:

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: Moment (mechanics) | Structural strength | Beam columns | Curvature | Bending (structural) | Failure loads | Live loads | Flanges

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