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Simple scheme is devised to calculate stiffness, carryover factor, and fixed-end moment of nonuniform members under axial load either in tension or in compression; based on concept that influence of axial load and nonuniformity of cross section may be accounted for separately, it permits rapid determination of these constants by using existing design aids; results of this investigation strongly indicate that proposed method can be expected to yield satisfactory results in most practical cases.
Simple scheme is devised to calculate stiffness, carryover factor, and fixed-end moment of nonuniform members under axial load either in tension or in compression; based on concept that influence of axial load and nonuniformity of cross section may be accounted for separately, it permits rapid determination of these constants by using existing design aids; results of this investigation strongly indicate that proposed method can be expected to yield satisfactory results in most practical cases.
Flexibility of axially-loaded nonuniform members
ASCE -- Proc (J Structural Div)
Wang, S. (author)
1966
11 pages
Article (Journal)
English
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