Problem

(a) Under the applied loads support B in Figure P10.9 settles 0.5 in. Determine all reacti...

(a) Under the applied loads support B in Figure P10.9 settles 0.5 in. Determine all reactions. Given: E = 30,000 kips/in.2 and I = 240 in.4. (b) Compute the deflection of point C.

Figure P10.9:

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Solutions For Problems in Chapter 10