(a) Draw the shear and moment curves for the frame in Figure P5.40. Sketch the deflected shape. (b) Write the equations for shear and moment in column AB. Take the origin at A. (c) Write the shear and moment equations for girder BC. Take the origin at joint B.

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4 kips 15' B X2 w = 2.4 kips/ft 24' D C 12 kips E F 3' 5' 10'