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RE: retrieve steel design result for each load combination after resetting the stiffness matrix using "CHANGE"

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Can you please upload the model file and provide some specific details of the issue. For example which member number you are checking, which load cases are you referring to etc. That way I will be able to better understand what the issue is.

For the design part, you need to have separate LOAD LIST commands for each design. So basically 32 different LOAD LIST commands and design blocks will be required if you have 32 combinations and you need to find out the design results for each separately. In the near future there will be lot of enhancements in this area, like one would be able to get design for individual cases and would be able to see those results graphically. But as of now this is the only way.

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