P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; El is constant. (b) Repeat computations given that support C moves upward a distance of 288/(EI) when the load is ap- plied. A P = 16 kips B |▬▬▬▬6'▬▬▬▬★▬▬▬▬6'▬▬▬ P9.15 -12'-

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