Beam Resultant only works for beam elements; your model is meshed with solid elements (I'm guessing). If you want to find the recation forces at the constraint, then you'll need to define a Measure for that.
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Beam Resultant only works for beam elements; your model is meshed with solid elements (I'm guessing). If you want to find the recation forces at the constraint, then you'll need to define a Measure for that.