1. (a) Determine the reactions and draw the shear and moment curves for all members of the frame…

1. (a) Determine the reactions and draw the shear and moment curves for all members of the frame in Figure P9.45. Given: EI = constant. (b) Compute the vertical deflection of the girder at point C produced by the 60-kip load. Use E = 30,000 ksi and I = 600 in.4. Check your answer using RISA-2D.

2. Determine the reactions at supports A and E in Figure P9.46. EI is constant for all members.

 

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