2 kip/ft 24kip D 12kip B A 18ft 12ft 12ft E.

Analyze the plane frame in the figure:
(a) Determine the reaction
forces at the restraints.
(b) Calculate the member
end-forces for members ABC, CD,
and DE.
(c) Draw internal axial force,
internal shear, and internal bending
moment diagrams.
(d) Draw the qualitative
deflected shape of the frame, based on
your moment diagrams