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Pile design
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sathyace
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Joined: 04 Jun 2011
Posts: 78
PostPosted: Thu Aug 17, 2017 3:34 amPost subject: Pile design Reply with quote
Hi All,

In pile design,while checking the pile load carrying capacity with reaction, whether we need to consider 100% of axial load or lesser than that?

Thanks & Regards,
Sathya.
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spsvasan
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Joined: 18 Dec 2008
Posts: 374
PostPosted: Fri Aug 25, 2017 1:48 pmPost subject: Re: Pile design Reply with quote
Dear Er.Sathya

The pile load capacity should be more than 100% of the axial load on the pile for the case of DL + LL

Extra capacity is allowed under seismic conditions, depending upon the soil conditions.

Piles may be subject to horizontal loads also, and the pile should be safe for bending moments induced by the horizontal loads also

S.P.Srinivasan
sathyace wrote:
Hi All,

In pile design,while checking the pile load carrying capacity with reaction, whether we need to consider 100% of axial load or lesser than that?

Thanks & Regards,
Sathya.
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sathyace
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Joined: 04 Jun 2011
Posts: 78
PostPosted: Fri Aug 25, 2017 9:17 pmPost subject: Reply with quote
Thank you sir..
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