1. Draw the shear and moment curves for each member of the frame and draw the deflected shape….

1. Draw the shear and moment curves for each member of the frame and draw the deflected shape. Joints B and C are rigid.

2. Draw the shear and moment curves for the column in Figure P5.46. Sketch the deflected shape. The load P is equal to 55 kips, and the load is eccentric from the column centerline with an eccentricity of 10 in.

 

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