FLEXURAL-TORSIONAL BEHAVIOUR OF NARROW RECTANGULAR MEMBERS.

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Hoh, Kiang Hoy
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MATHEMATICAL TECHNIQUES - Differential Equations;
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This paper presents a more general method for the deviation of the stiffness matrix of a member subjected to an axial load and unequal terminal major axis moments. It encompasses the case of the equal terminal moments. A finite difference technique is used to solve the governing differential equations. The approach is to divide the problem into five separate cases, each case furnishes a column of the overall member stiffness matrix.
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