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SRAVANTHI SEFI Member
Joined: 28 Jun 2011 Posts: 7
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Posted: Wed Apr 12, 2017 10:30 amPost subject: Pile cap edge distance |
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Dear Sefians
Why is the edge distance of pile to pile cap 150mm according IS 2911? What is the criteria for 150mm? |
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gpsarathyy ...
Joined: 28 Jun 2010 Posts: 487
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Posted: Thu Apr 13, 2017 8:49 pmPost subject: |
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Dear Sefian, Minimum edge distance to be maintained between the pile cap and the piles. In order to provide rebars between the pile and the outer pilecap and considering the cover requirements. It is fixed as 0.15m,(as minimum) But you can have additional edge distance also. Based on the case to case it shall be finalised. _________________ G.PARTHASARATHY M.E. CEng(UK), MICE., MIE., CHENNAI GPSARATHYY@GMAIL.COM
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N. Prabhakar General Sponsor
Joined: 25 Apr 2009 Posts: 474
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Posted: Fri Apr 14, 2017 6:33 amPost subject: Pile cap edge distance |
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Deleted
Last edited by N. Prabhakar on Fri Apr 14, 2017 1:38 pm; edited 1 time in total |
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N. Prabhakar General Sponsor
Joined: 25 Apr 2009 Posts: 474
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发布:2017年4月14日,星期五一21点Post subject: |
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Dear Sefians,
In small sized pile caps (for and up to 6 piles, not raft type), where the angle θ subtended from centre lines of column to pile (see sketch attached) is geater than 300, then there is tie-strut action in the transfer of load from the column to the pile. In this context, the tie is the reinforcement provided at the bottom between piles, and the strut is the inclined compression zone of concrete from column to pile.
The tie reinforcement is to be anchored well beyond the centre line of pile with a development length. Because the edge projection of concrete beyond pile is normally small, providing the required development length of tie bar beyond centre line of pile is a problem to satisfy the requirement of Cl. 26.2.2.5 of IS 456: 2000 which would involve providing a large radius of bend to reinforcement bar at 900bend. This detailing is not practical in all cases. Alternatively, horizontal links of equivalent area equal to 1/4 area of the main tie bars, are to be provided very close to the bottom tie reinforcement to take care of the bursting action due to tie force. Please see the the attachments.
I trust you will find the above information useful in detailing pile cap reinforcement.
With best wishes,
N. Prabhakar, BE, CEng(I), MIStructE (UK), MIE (Ind) Chartered Structural Engineer Vasai (E), Pin 401 208[/quote] |
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N. Prabhakar General Sponsor
Joined: 25 Apr 2009 Posts: 474
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Posted: Sat Apr 15, 2017 5:15 amPost subject: |
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Dear Sefians,
I am attaching a jpg file which is missing in my previous posting.
With best wishes,
N. Prabhakar |
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N. Prabhakar General Sponsor
Joined: 25 Apr 2009 Posts: 474
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Posted: Sat Apr 15, 2017 12:48 pmPost subject: |
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Dear Sefians,
I am attaching jpg files which are missing in my previous posting.
With best wishes,
N. Prabhakar |
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N. Prabhakar General Sponsor
Joined: 25 Apr 2009 Posts: 474
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发布:2017年坐4月15日下午2:04Post subject: |
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Dear Sefians,
I am attaching docx files which are missing in my previous posting.
With best wishes,
N. Prabhakar |
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N. Prabhakar General Sponsor
Joined: 25 Apr 2009 Posts: 474
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Posted: Sun Apr 16, 2017 1:29 pmPost subject: |
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Dear Admin,
Why my attachments in this posting are not seen?
These attachments are important in the context of my text. Please do the needful.
Thanks.
N. Prabhakar |
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SRAVANTHI SEFI Member
Joined: 28 Jun 2011 Posts: 7
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Posted: Mon Apr 17, 2017 5:34 amPost subject: |
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Thank you for your information sir. |
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es_jayakumar General Sponsor
Joined: 24 Nov 2011 帖子:1408 Location: Cochin
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Posted: Mon Apr 17, 2017 4:17 pmPost subject: |
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I think, there is one more point in keeping the edge distance of 150mm, from construction point of view. It is difficult to keep the pile centres exactly to the required alignment while casting them. So, this edge distance of 150mm will give us allowance to keep the pile cap and thereby column in the exact location, despite the piles being minutely wayward.
E S Jayakumar |
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