5) Determine the displacement and reactions for the space frame shown below. The cross sectional properties of all members are: torsional constant $K = 100 \text{ in}^4$, $I_{y''} = 200 \text{ in}^4$, $I_{z''} = 1000 \text{ in}^4$, $E = 30,000 \text{ ksi}$, $G = 10,000 \text{ ksi}$, $A = 100 \text{ in}^2$ for all members. Assume the element local axes are oriented as shown below. Sketch your results in a professional manner. Compare your results to a SAP2000 solution.