Setting a load in a Direct Frequency Response Analysis

Hello,

I have a doubt, and I was wondering if someone here could help.

 

I am setting up a Direct Frequency Response Analysis, and I want to set an oscillating load. I've read the documentation and some tutorials, however, I can't find the solution.

 

The load I want to apply is:

 

force (time)=A+B*cos(wt)

A and B are constants, and w is the angular frequency.

 

If A=0, the proccess would be (I think):

- Set a unit load in the given direction, with load type DAREA, and magnitude 1.

- Set a TableD1 load collector, with a range of frequencies and y=B

- Set Freqi and Rload2 load collectors, and a freq resp (direct) loadstep accordingly.

 

(I would be grateful if someone can confirm that is correct)

 

However, when A is not zero, I have no idea what I should do.

 

One more thing, is there a way to view the applied load in Hyperview? If there was, I could see for myself what I am doing. EDIT: I think I found a way to do this, with the global output request OLOAD, not sure it it'll work though.

 

Thanks for your attention, hope someone can help!

 

Regards