Structural frame analysis

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Homework Statement


Hello. I've created a small program to find shear and bending diagrams of the members of a frame. I was able to get the reactions at the support but don't know how to continue from now. This is an example of a frame all columns are 3m in height and the beams 8m. All the beams have a distributed load of 50 KN/m. I used the direct stiffness method and programed it using mathematica and the values are correct(checked with some examples from some books). Thank you in advance.
 

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Thanks for the post! This is an automated courtesy bump. Sorry you aren't generating responses at the moment. Do you have any further information, come to any new conclusions or is it possible to reword the post?
 

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