Question: Consider the beam shown in Figure 1 , with a constant modulus of elasticity, ( boldsymbol { E } ) , and

Consider the beam shown in Figure 1, with a constant modulus of elasticity, \(\boldsymbol{E}\), and a varying moment of inertia, I (refer to the values provided in Figure 1). Use kips for forces and inches for length throughout the problem. Using the Force Method of analysis:
a) Determine the vertical reaction at C (i.e., take Cy as the redundant)
b) Calculate all reactions at \(\mathbf{A}\)
Hint: Use only the \( x \)-coordinate shown in the figure to formulate your moment equations. You will have two domains: \(\leq x120\mathrm{in}\), and \(120
Consider the beam shown in Figure 1 , with a

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