Repeat problem 44 for the truss on the right side of the figure. The properties of element 6 are same as those of element 5 , but $\Delta T=0{}^{}C$.

Data From Problem 44:

The properties of the members of the truss in the left side of the figure are given in the table. Calculate the nodal displacement and element forces. Show that force equilibrium is satisfied as node 3 .

Elem L (m) A (cm) E (GPa) a (C) AT (C) 1 1 1 100 20 x 106 0 2 1 1 100 20 x 10-6 0 3 1 1 100 20x10 6 0 4 1 1 100 20 10-6 0 5 2 1 100 20 x 106-100