peteroznewman
Subscriber

@Sandeep, the zip file attachment on this post has a paper with the definitions for Moment and Rotation.


Hello Fabricio, 


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


Regards,


Peter