can anyone provide some guidelines or excel sheet or any material regarding footing design with uplift(for steel structures).
i know there are many spread sheets available but most of them don't incorporate the effect of uplift
I dont see any Excel sheet for the foundation uplift.
1. Use SAFE or PCA mats for uplift problem.
2. If you designing isolated footing and the uplift is due to the moment from the column you can use RISA foot.
3. RCC spread sheet does not consider uplift.
Below is a excel sheet I prepared for the footing with uplift, I hope will help your cause.
Code:
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Please check the output, and revert if any bugs/corrections needed. The sheet designs to BS-8110.
Regards,
Jaks
@ aslam
Code:
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Even prokon footing design module can do the needful with uplift loads entered (just in case).