Dear All
I am design an underground water tank of 35mx15mx3m deep.Since the tank plan size is big i have introduced columns in 5m grid in both directions. I have modeled and analysed with finite elements of size 0.5mx0.5m. Designed as per IS:3370 ( Indian Code )for uncracked
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Dear All
Is it correct if i take the advantage of soil weight while sizing the footing subjected to upward loads and moments? Please correct me and provide me the source if possible.
best regards
MVV