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Recent content by joberempt

  1. joberempt

    ETABS Long Term Slab Deflection Load Combinations

    Hi all, This hasn't gained much traction but in case someone out there comes across it and finds this thread, here's CSI's response: It looks like it's a known issue. Which is a bit concerning, but as long as you add the load combinations separately it should be the same. I'm not sure I...
  2. joberempt

    ETABS Long Term Slab Deflection Load Combinations

    Thanks for the response! I do have the load cases set up, thought it would be cluttered to add them to the original post. They're shown below if you want to take a look. The 0.25 factor is added there. The cracking is short term for the short term cases, and then long term (with the appropriate...
  3. joberempt

    ETABS Long Term Slab Deflection Load Combinations

    Hi everyone, I'm having some issues with an ETABS model. My load combinations are not behaving the way I would think they would. I have load patterns set up for long term deflection checks, and then combinations that add them together. However, the load combinations are not adding correctly. I...
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