Q$04$: A simple two bay frame was considered having a bay length of $3-$m each. The height of the frame was $6-m.$ For these case the weight of the structure was neglected and only analyzed using a single lateral force. Determine the member forces considering the Temperature Changes using Matrix Analysis.

FRAME SPECIFICAITONS:

$E=200$Gpa

$I=300{10}^{6}mm{s}^4$

$A=9000m{m}^2$

$a=12{10}^{-6}$

Height $of$ beams $=300mm$

$T_1=40C$

$T_2=0C$

Please provide a written solution thank you