@Sandeep, the zip file attachment on this post has a paper with the definitions for Moment and Rotation.
From the paper, M = PL is equation (4), which is for a point load P at a distance L from the column.
You have used a distributed load, q = 40 kN/m for a length, L = 0.872 for the symmetric half model.
You calculate the beam shear and moment diagrams for your problem. I used an online calculator.
So when q = 40 kN/m, M = 15.21 kNm
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