I am trying to model a frame in Ansys and I expected the fixed connection to allow me to model a moment frame. The fixed joint is set to restrict all rotations and displacements, despite this the moments are not transferred in the results as seen in "total shear moment diagram". Replacing the fixed joint with a spot weld shows a moment transmission that i have confirmed correct with manual calculations.

Why is the fixed joint not transferring moments despite restricting the rotation in all directions? 

I am modelling a simple frame with two lines (beam elements) with an L shape.

1000mm tall and 1000 mm width. the based is fixed and there is only one joint that shows a different behavior weather spot weld or fixed joint. 

Can somebody explain why despite the joint set to not allow rotations is not transferring moments?

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