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sabarinathan99 SEFI Regulars
Joined: 28 Feb 2012 Posts: 21 Location: Chennai
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Posted: Thu Jul 19, 2012 12:50 pm Post subject: REINFORCMENT PT FOR SINGLY REINFORCED SECTIONS -FY UPTO 600 |
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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 General Sponsor
Joined: 21 Feb 2008 Posts: 5538 Location: Gaithersburg, MD, U.S.A.
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Posted: Fri Jul 20, 2012 3:39 pm Post subject: Re: REINFORCMENT PT FOR SINGLY REINFORCED SECTIONS -FY UPTO |
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Dear Er Sabari,
I appreciate the work done by you. Are Fe 550 and Fe 600 grades available in the market freely? I think the two tables uploaded by you are the same!
Best wishes
NS
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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rajancivildesign@gmail.co ...
Joined: 26 Jan 2011 Posts: 564
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Posted: Mon Aug 27, 2012 6:31 am Post subject: Updated Design Aid Tables |
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Dear Sabarinathan,
Even though the IS456-2000 have been revised, it is regret to note that so many
Instutions like IIT, SERC are there, but individual only developed the table and update the Design Aid. Very nice. Kindly post other similar tables please.
V.M.RAJAN. |
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sabarinathan99 SEFI Regulars
Joined: 28 Feb 2012 Posts: 21 Location: Chennai
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Posted: Sun Sep 23, 2012 6:28 am Post subject: REINFORCMENT PT FOR SINGLY REINFORCED SECTIONS -FY UPTO 600 |
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Dear all,
Kindly find the attachment for M25 Conc and upto FY 600 PT value for singly reinforced sections. In forthcoming mail another grade of concrete and fy upto 600 can also be uploaded.Comments can be invited. |
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sabarinathan99 SEFI Regulars
Joined: 28 Feb 2012 Posts: 21 Location: Chennai
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Posted: Sun Sep 23, 2012 6:30 am Post subject: REINFORCMENT PT FOR SINGLY REINFORCED SECTIONS -fy UPTO 600 |
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Dear all,
Kindly find the attachment for M30 Conc and upto FY 600 PT value for singly reinforced sections. In forthcoming mail another grade of concrete and fy upto 600 can also be uploaded.Comments can be invited.
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sabarinathan99 SEFI Regulars
Joined: 28 Feb 2012 Posts: 21 Location: Chennai
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Posted: Sun Sep 23, 2012 6:33 am Post subject: REINFORCMENT PT FOR SINGLY REINFORCED SECTIONS -fy UPTO 600 |
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Dear all,
Kindly find the attachment for M35 Conc and upto FY 600 PT value for singly reinforced sections. In forthcoming mail another grade of concrete and fy upto 600 can also be uploaded.Comments can be invited.
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sabarinathan99 SEFI Regulars
Joined: 28 Feb 2012 Posts: 21 Location: Chennai
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Posted: Sun Sep 23, 2012 6:35 am Post subject: REINFORCMENT PT FOR SINGLY REINFORCED SECTIONS - fy UPTO 600 |
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Dear all,
Kindly find the attachment for M40 Conc and upto FY 600 PT value for singly reinforced sections. In forthcoming mail another grade of concrete and fy upto 600 can also be uploaded.Comments can be invited. |
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sabarinathan99 SEFI Regulars
Joined: 28 Feb 2012 Posts: 21 Location: Chennai
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Posted: Sat Sep 29, 2012 11:42 am Post subject: REINFORCEMENT PT FOR SINGLY REINFORCED SECTIONS FY UPTO 600 |
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Dear All,
So far I have completed Singly Reinforced section both Beam and Slab tables and curves with an aid of Prof
.
A
.
R
.
SANTHAKUMAR
.
(Former Emeritus Prof. IIT
(
M)). My sincere thanks to
professor
.
This handbook makes with an additional P-M Curve for Non Rectangular Section for Column and Trapezoidal footing design with actual stress. |
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sabarinathan99 SEFI Regulars
Joined: 28 Feb 2012 Posts: 21 Location: Chennai
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Posted: Sat Sep 29, 2012 11:46 am Post subject: Thanks to Dr.N.S and Rajan Sir. |
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Dear Rajan, and Dr. N.S Sir,
Thanks for appreciating me. Do you have any software like c program for calculating P-M curve? If so please kindly attach. It will be useful to me. |
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Dr. N. Subramanian General Sponsor
Joined: 21 Feb 2008 Posts: 5538 Location: Gaithersburg, MD, U.S.A.
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Posted: Sat Sep 29, 2012 1:55 pm Post subject: Re: Thanks to Dr.N.S and Rajan Sir. |
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Dear Er Sabari,
I do not have any program for calculating the P-M curve. But I believe one of the Sefians uploaded a program to do it. Please browse SEFI site.
You have written that you referred Prof. A R santhakumar's handbook. To my knowledge Prof.ARS has not authored such a book, yet. Please give me the full reference, so that it may be useful to all of us.
Best wishes,
NS
sabarinathan99 wrote: | Dear Rajan, and Dr. N.S Sir,
Thanks for appreciating me. Do you have any software like c program for calculating P-M curve? If so please kindly attach. It will be useful to me. |
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