(a) Determine the reactions and draw the shear and moment curves for all members of the frame in Figure P9.45.

Given: \(E I=\) constant.

(b) Compute the vertical deflection of the girder at point \(C\) produced by the 60-kip load. Use \(E=30,000 \mathrm{ksi}\) and \(I=600 \mathrm{in} .{ }^{4}\). Check your answer using RISA-2D.

Transcribed Image Text:

12 B E -12 P = 60 kips C -12' D 12'