Hey guys. I have just calculated a pile cap for one column, but I'm wondering how to make a pile cap for 4 columns?
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Pile cap for 4 columns? 1
- Thread starter LMW.dk
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Depends on what works by the numbers. Start with a cap that encompasses all four columns and has a pile under each column. If that works, the pile cap may do little more than transfer bearing stresses.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
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