Derive the stiffness matrix of the bar element in longitudinal vibration whose cross-sectional area varies as (A(x)=A_{0}
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Derive the stiffness matrix of the bar element in longitudinal vibration whose cross-sectional area varies as \(A(x)=A_{0} e^{-(x / l)}\), where \(A_{0}\) is the area at the root (see Fig. 12.14).
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