Consider the beam shown in (Figure 1). EI is constant. Follow the sign convention for positive deflection and slope. Figure < 1 of 1 > B Part A Determine the equation of the elastic curve to the left of the point load using the coordinate. Express your answer in terms of the variables P, L, b, z₁, E and I. v1 = Submit Part B v2 = AΣ vec Determine the equation of the elastic curve to the right of the point load using the #₂ coordinate. Express your answer in terms of the variables P, L, a, 22, E and I. Submit Request Answer IVE| ΑΣΦ | | Request Answer vec

Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN

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