Recompute the reactions for the frame in Figure P9.43 if support \(C\) settles 0.36 in. when the load acts and support \(A\) is constructed 0.24 in. above its intended position. Given: \(E=30,000 \mathrm{kips} / \mathrm{in} .{ }^{2}\) and \(I=60 \mathrm{in} .{ }^{4}\).

Figure P9.43

Transcribed Image Text:

4 kips A B 18' 12'