Analyze the beam in Figure P11.22.

In addition to the 16-kip load, support A also rotates clockwise by \(0.001 \mathrm{rad}\) and support B settles \(\frac{1}{2}\) in. Determine the reactions and draw the shear and moment curves for the beam. Given: \(E=30,000\) kips/in. \({ }^{2}\) and \(I=600\) in. \({ }^{4}\).

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0.001 rad 24' B P = 16 kips +8 -8- C I