Derive the stiffness matrix of each of the systems shown in Figs. 6.20 using the indicated coordinates.
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Derive the stiffness matrix of each of the systems shown in Figs. 6.20 using the indicated coordinates.
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k x1(t) -21- 31 Rigid bar, mass = 2m A G k F(t) k F3(t) 5m T x2(t) F2(t) FIGURE 6.20 Three-degree-of-freedom damped system. X3(1)
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