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RE: How to analyze a FDN with ribbed beams in one direction and grade beams in another direction with STAAD Foundation advanced?

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This was my first thought when I found out that SFA can't do this kind of jobs, but when analyzing as a Mat Job I found another problem, SFA requires a lot of time to analyze this Job (about 5 hours) and when verifying the results, SFE doesn't show the results for each mat in the model (It takes the different mats as one and doesn't show the results and give funny results).... so I'm in the same place as the beginning.....

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