1. Compute the reactions at A and C in Figure P10.5. Draw the shear and moment diagram for member... 1 answer below »

1. Compute the reactions at A and C in Figure P10.5. Draw the shear and moment diagram for member BC. Given: I = 2000 in.4 and E = 3000 kips/in.2.

2. Draw the shear and moment curves for the frame in Figure P10.6. Given: EI is constant.

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