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REINFORCMENT PT FOR SINGLY REINFORCED SECTIONS -FY UPTO 600
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rajancivildesign@gmail.co
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Joined: 26 Jan 2011
Posts: 537

PostPosted: Sat Sep 29, 2012 2:02 pm    Post subject: Design aid Tables Reply with quote

Dear Santhakumar,
Your effort on updating the design aid tables for higher grade of steel and concrete grade as per IS 456-2000 is really appreciated. Kindly contribute more and more tables on up dating design aid tables . I have some turbo C program for design aid developed by Late Prof. Purusothamman, Anna university. If found useful to you, I shall send to your email. kindly give your email  id.
V.M.RAJAN.l
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Dr. N. Subramanian
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Joined: 21 Feb 2008
Posts: 5319
Location: Gaithersburg, MD, U.S.A.

PostPosted: Sat Sep 29, 2012 7:55 pm    Post subject: Re: Design aid Tables Reply with quote

Dear Er Rajan,

Please send the  C program developed by my guruji Late prof. P. Purushothaman. Hope you have my emailID.

Regards,
Subramanian


rajancivildesign wrote:
Dear Santhakumar,
Your effort on updating the design aid tables for higher grade of steel and concrete grade as per IS 456-2000 is really appreciated. Kindly contribute more and more tables on up dating design aid tables . I have some turbo C program for design aid developed by Late Prof. Purusothamman, Anna university. If found useful to you, I shall send to your email. kindly give your email  id.
V.M.RAJAN.l
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sabarinathan99
SEFI Regulars
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Joined: 28 Feb 2012
Posts: 21
Location: Chennai

PostPosted: Mon Oct 01, 2012 4:08 am    Post subject: REINFORCEMENT PT FOR SINGLY REINFORCED SECTIONS FY UPTO 600 Reply with quote

Respected  Dr.N.S. Sir,
I am working under
professor
. Actually now we are
making
this, a new handbook.
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sabarinathan99
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Joined: 28 Feb 2012
Posts: 21
Location: Chennai

PostPosted: Mon Oct 01, 2012 4:15 am    Post subject: REINFORCEMENT PT FOR SINGLY REINFORCED SECTIONS FY UPTO 600 Reply with quote

Dear Rajan Sir,
Kindly send the c program to the following mail id
sabarinathan99@gmail.com
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sukanta.adhikari
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Joined: 26 Jan 2003
Posts: 713

PostPosted: Mon Oct 01, 2012 5:49 am    Post subject: Re: REINFORCMENT PT FOR SINGLY REINFORCED SECTIONS -FY UPTO Reply with quote

Dear Mr sabarinathan,

The attachment seems to be missing.If possible kindly email me at suku82in@yahoo.com or upload it in the forum.

Regards
S Adhikari

sabarinathan99 wrote:
Dear all,

Kindly find the attachment for M20 Conc and upto FY 600 PT value for singly reinforced sections. After a week hard work I have prepared the  Table for above cited work. Kindly make use of it. In forthcoming mail another grade of concrete and fy upto 600 can also be uploaded.Comments can be invited.
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Dr. N. Subramanian
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Joined: 21 Feb 2008
Posts: 5319
Location: Gaithersburg, MD, U.S.A.

PostPosted: Mon Oct 01, 2012 2:25 pm    Post subject: Re: REINFORCEMENT PT FOR SINGLY REINFORCED SECTIONS FY UPTO Reply with quote

Dear Er Sabari,

I see. Please convey my regards and best wishes for the completion of this hand book to Prof. ARS. I will try to meet him when I come to India this month-after 2 weeks from now.

Are you working in his house-he has a small office in his house, is it not?

Best wishes
NS

sabarinathan99 wrote:
Respected  Dr.N.S. Sir,
I am working under
professor
. Actually now we are
making
this, a new handbook.
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sabarinathan99
SEFI Regulars
SEFI Regulars


Joined: 28 Feb 2012
Posts: 21
Location: Chennai

PostPosted: Tue Oct 02, 2012 4:10 am    Post subject: Reply with quote

Respected Dr.N.S. Sir,
I am working
in

prof's house
only. Thanks for your kind reply. Definitely will convey your regards to professor.
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