as you can see in the picture attached that BMD(bending moment diagram) is not correct for a frame structure. it's not exhibiting the correct behavior and I want to know the problem in my model which caused this.
thanks
I'm modeling in etabs, there is a problem with bending moments diagrams and so with etabs model. I have attached the etabs file. Please Help me resolve the issue in the model.
PLOT 117-2.EDB