answer please in details

$1-$ In the two$-$degree$-$of$-$freedom system shown in the figure, the floors are considered as rigid diaphragms and the frame is a shear type frame. M$=10000$KNs$2/$m$.$ k$=107$KN$/$m$.$ According to these assumptions, the mode shapes and frequencies were found as follows:

$2-2.)$ Using the earthquake force in the first question, draw the shear and moment diagrams of columns and beams using the Muto method. For Muto calculation;

Columns: $40$x$40$cm

Column height: $11$m

Beam: $25$x$50$cm

Beam length $3$m

E$=33000$MPa

m$=8000$kg$.$