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Toe and shaft area for steel H piles for drivability.

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geomfr

geomfr

Geotechnical
Joined
Aug 15, 2008
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1
Location
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I am working with pile drivability analysis. I am in trouble selecting shaft area and toe area for H 12X74 piles.

My question is:

-What are the areas (toe and shaft) i should use in static analysis?

-What are the areas (toe and shaft) i should use in (dynamic) drivability analysis?

Any help is greatly appreciated.
 
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