Deadloads in CONSPAN

I am new to all Bentley programs. I have been scouring the internet and I cannot find the answer to this question.

When completing your loading in CONSPAN is the self-weight of the beams already considered or does the designer have to input the weight per linear foot?

Also, does CONSPAN/ Open Bridge have the ability to produce a Free Body Diagram of the loading considered? 

Any input will be a massive help.

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