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RE: STAAD Foundation Advanced - Isolated Footing Design - Pedestal Design

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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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