5. Assuming a static deflection curve y(x) = ymax (367) – 4 (+)*]. osxs [9)determine the mass per unit length m(x) = m.
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5. Assuming a static deflection curve y(x) = ymax (367) – 4 (+)*]. osxs [9)determine the mass per unit length m(x) = m.
5. Assuming a static deflection curve y(x) = ymax (367) – 4 (+)*]. osxs [9)determine the mass per unit length m(x) = m. [1 - (+ ()*). Osxs by Rayleigh method. a yx Утах < lowest natural frequency of a simply supported beam with constant flexural rigidity El and x 0 . [12] =
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