Q$5)$ Analyse the Frame shown in figure Q$5.$ by Matrix Stiffess method and draw BMD and SFD

Q$6)$ Analyse the grid shown in figure Q$6.$ by Matrix Stiffness method and draw BMD$,$ SFD and twisting moment diagram.

For all cross sections,

$EI=5{10}^{4}k\frac{N}{m^2}$

$GI=0\mathrm{.}2EI$

PLEASE SOLVE BOTH