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Consideration of column of which unbent axis is rotated about one end due to deflection of other end; computation methods for column with both ends fixed to prevent rotation; equations for case of column below portal, column within portal, and combined action of column and portal; it is shown that modified secant formula gives results comparing favorably with those obtained by tangent formula.
Consideration of column of which unbent axis is rotated about one end due to deflection of other end; computation methods for column with both ends fixed to prevent rotation; equations for case of column below portal, column within portal, and combined action of column and portal; it is shown that modified secant formula gives results comparing favorably with those obtained by tangent formula.
Laterally deflected columns
ASCE Proc (J Structural Div)
Sherman, J. (author)
1959
20 pages
Article (Journal)
English
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