Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Further studies of strength of beam-columns
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.
Further studies of strength of beam-columns
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.
Further studies of strength of beam-columns
ASCE -- Proc (J Structural Div)
Ketter, R.L. (Autor:in)
1961
18 pages
Aufsatz (Zeitschrift)
Englisch
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