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Posted: Tue Dec 16, 2003 4:12 am Post subject: Daily Digest Mon Dec 15 23:00:03 2003
If load given by vendor is inclusive of dynamic load then you should follow the standard foundation design procedures. Generally in machine foundation dynamic loads are converted to equivalent static loads, I assume that whatever load given by vendor come through same procedure. After that you just have to design the section for given loading. I hope this will help you.
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