Answer the problem completely. Present your solution. No solution, no credit. Closed notes

Use the method of virtual work to determine the horizontal displacement of joint C for the truss

shown below. The truss has an applied load of $P=10$kips. The bar forces due to the load are

$F_{AB}=-3\mathrm{.}333$kips $($compression$),F_{AC}=4\mathrm{.}714$kips $($tension$),$ and $F_{BC}=-13\mathrm{.}744$kips $($compression$).$

The member cross section area is $A=0\mathrm{.}4$ square inches. The elastic modulus of the members is

$E=29,000$ksi.

a$)$ Figure of structure showing the virtual load

$(5$ points$)$

b$)$ Support reaction of due to the virtual load. There

are three. $(15$ points$)$

c$)$ Member forces due to the virtual load

$(15$ points$)$

d$)nNL(3$ points$)$

e$)$ Horizontal deflection of C $(2$ points$)$

Please show all work. I am confused with solving each member using method of sections