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irfan_shaik SEFI Member
Joined: 16 Dec 2012 Posts: 2
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Posted: Mon Oct 14, 2019 4:18 pm Post subject: COLUMNS MISPLACED |
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DEAR SEFIANS,
Hi my name is IRFAN SHAIK iam constructing 2BHK in 660sq.ft Site dimensions are 30'x22' while marking 3 columns misplaced now construction is in plinth level can any body guide me what can I do at this stage iamuploading the pics and my plan
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GF PLAN.pdf |
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syed_A ...
Joined: 22 Oct 2011 Posts: 387
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Posted: Mon Oct 14, 2019 6:42 pm Post subject: |
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Dear Mr Irfan Shaik
Bending the column bars to rectify the misplaced one is not the solution
Provide the column beam framing drawing so that a proper solution/rectification can be discussed
reagrds
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es_jayakumar General Sponsor
Joined: 24 Nov 2011 Posts: 1408 Location: Cochin
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Posted: Tue Oct 15, 2019 2:03 pm Post subject: |
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If a horizontal bend, as done by you, is introduced in a column, that stretch will act as a cantilever beam and the steel provided for the column will not be sufficient to take care of the BM so developed. You can modify your grid pattern to get over the glitch.
E S Jayakumar
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mjnasar ...
Joined: 26 Jan 2003 Posts: 72
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Posted: Wed Nov 06, 2019 1:40 pm Post subject: |
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Dear Engineer
Please see the attached sketch it might help you
regards
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ShiftingColumn_006Nov19.pdf |
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spsvasan ...
Joined: 18 Dec 2008 Posts: 381
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Posted: Sun Nov 17, 2019 5:16 am Post subject: |
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es_jayakumar wrote: | If a horizontal bend, as done by you, is introduced in a column, that stretch will act as a cantilever beam and the steel provided for the column will not be sufficient to take care of the BM so developed. You can modify your grid pattern to get over the glitch.
E S Jayakumar |
Dear Er.Irfan Sheikh
I agree with Er.Jayakumar. The present condition will result in unsafe structure. Column may be taken vertically and the grid pattern may be altered
S.P.Srinivasan
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thirumalaichettiar Silver Sponsor
Joined: 26 Jan 2003 Posts: 3554
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Posted: Mon Feb 10, 2020 12:25 pm Post subject: |
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Er.irfan_shaik,
As Er.Jeyakumar and Er.Sp.Srinivasan suggested it is not advisable to bend the column bars.
My suggestion id keep the column bars and live with the same location withour any kinks or bending and try to reanalysis the framing that is the beams according to the column position.
As Er.syed_A informed attach the drawing showing the exact present location so that u will get a good suggestion from others.
T.Rangarajan
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