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Elastic stability of tapered beam-columns
Mathematical model for determining critical values of axial load and end moment in elastic range for tapered wide flange beam-columns is derived; model is developed by means of equilibrium analysis of buckled deflected shape of beam-column; solutions for mathematical model are obtained by means of finite differences; results of this analysis are presented in form of interaction equation; use of equation for determining critical loads is demonstrated by design example.
Elastic stability of tapered beam-columns
Mathematical model for determining critical values of axial load and end moment in elastic range for tapered wide flange beam-columns is derived; model is developed by means of equilibrium analysis of buckled deflected shape of beam-column; solutions for mathematical model are obtained by means of finite differences; results of this analysis are presented in form of interaction equation; use of equation for determining critical loads is demonstrated by design example.
Elastic stability of tapered beam-columns
ASCE -- Proc (J Structural Div)
Culver, C.G. (author) / Preg, Jr., S.M. (author)
1968
16 pages
Article (Journal)
English
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