(a) Determine the reactions and draw the shear and moment curves for the beam in Figure P9.14.

Given: \(E I\) is constant, \(E=30,000 \mathrm{kips} / \mathrm{in} .^{2}\), and \(I=288 \mathrm{in} .{ }^{4}\).

(b) Repeat the computations if, in addition to the applied loads, support \(B\) settles 0.5 in. and support \(D\) settles 1 in.

Transcribed Image Text:

A 12'- B w = 2 kips/ft T -66- D