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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