Vector $\{d\}$ provides the joint displacements for the frame shown in Fig. $4$ under the given

load. Determine the member end forces and reactions of the frame. $E=200$GPa,$A=13,000$

$m{m}^2,I=762{10}^{6}m{m}^4.$

Fig. $4$

$\{d\}=\{[0\mathrm{.}284mm],[-0\mathrm{.}452mm],[-0\mathrm{.}000959$rad$]\}$