Draw Bending moment diagram and deflected shape of the fix beam when temperature T1 is outside temperature and T2 is inside temperature and T1 is greater than T2.
As T1>T2 so elongation at topmost fiber is maximum and bottom most fiber of the beam is minimum. so stress distributution at support is as below
Reaction force acting at support as below-
e = Eccentricity from the C.G of beam
After transfering the reaction force at C.G force diafram is as below-
BMD
Deflected Shape:
