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A simply supported bridge with a single span of L meters has a deck of uniform cross section with mass m per meter length and flexural rigidity E I. An infinitely long, uniformly distributed force p2 per meter length (that represents a very long train) travels across the bridge at a uniform velocity v (Fig. P8.25). Determine an equation for the deflection at midspan as a function of time. Neglect damping and assume the shape function to be ψ(x)=sin(πx / L). | Numerade
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