Modelling a helical pile in axisymmetric model.

Hi, 

I am wondering what units i need to use for the input of a point load. It asks for kN/m but I am modelling a helical pile which due to axisymmetry should be kN/radian?

If I want to do test point load of 75kN would this be the same as doing 75/(2*pi) = approx. 12kN/m? or do I divide by 1*pi instead to get my axisymmetric point load?

Basically, how do I get from a kN/m input load to an actual point load on the shaft in kN?

Picture of my model is below:

Thanks heaps,

Cameron

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