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Has anyone successfully used RSA in practice in California for light-framed structures
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California structural engineer taking a second look at this program. Better than 5 years ago, but everytime I start to do some work, I get behavior such as....all axis labels whimsically change to same value, or I can't choose DFL structural select, or the code version is NDS 2012....I will stop. Are sorting out the quirks worth it for the time savings with Revit?
Thank you