I've made some progress. I've had similar footing jobs work well and design the pedestal, but this particular job is giving me difficulty. Please take a look and let me know. I'm also having trouble with the punching shear check. It is using an "uplift" case when calculating the punching shear the results show Vu = 351.79 kips. I'm not sure how this number is calculated. There is no moment calculated for the pedestal in that design section. I think there must be something wrong with my input, but I can't figure out what. Thanks for any help.
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