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Column design

Mon Jan 12, 2015Total posts : 3
Rajaraman
Rajaraman
Join date: Jan 2015
 Topic: Column design
Dear Sir,

We are constructing a individual house at an area of approx 1000 sq.ft. G+1
It is now at the roof level. There are 17 columns. Builder used the below for columns.
9x12 - 4 nos 12 mm rods and 2 nos 10 mm
9x9 - 4 nos 12 mm rods
I have attached the image file of the plan. ( 9x12 - red colour, 9x9 - blue colour) Kindly let me know if this is strong enough for G+1 or G+2 and if any additional strengthing is required as my friend suggested 16 mm rods should be used in place of 12 mm.

Thanks
Raja.
Attachments: plan - Copy.jpg on Mon Jan 12, 2015,&n
Mon Jan 12, 2015Post  #1
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008		Dear Raja Raman
       You have taken decision late. This can be done from foundation. No use to strengthen the column at roof level  when the base is weak, the load ultimately transferred from top to foundation. Do not worry.
 
Mon Jan 12, 2015Post  #2
Rajaraman
Rajaraman

Join date: Jan 2015		 Post subject: column design
Dear Sir,
Thank you very much for your immediate response.
Kindly advice if this design will be sufficient for G+1 atleast.

Regards,
Raja
 
Tue Jan 13, 2015Post  #3
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008		Dear Rajaraman
          Do not worry this  is safe for G+1.
 

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