Question: 1. Compute the slopes at A and C and the deflection at B for the beam in Figure P7.9.
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2. (a) Compute the slope at A and the deflection at midspan in Figure P7.10.
(b) If the deflection at midspan is not to exceed 1.2 in., what is the minimum required value of I? E = 29,000 kips/in.2.
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