I have a beam that has DL, LLr, SL and Wind uplift load. The critical reaction load is for the downward case so the "report" doesn't give me what the critical upward reaction is. It would be nice if you could also report the critical uplift reaction so I know what uplift value my beam support bracket needs to resist.
I tried creating a duplicate beam with just the DL and Wind Uplift loads but it's still controlled by the downward Deadload.
I know I can get this information in the full detailed matrix report but it would be nice to have on the standard report that I put in my calculations.
Thanks,
Terry
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