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RCC column with Axial Load and Biaxial moment (As per IS:456
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manoj_en
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Joined: 23 May 2008
Posts: 36

PostPosted: Wed May 28, 2008 8:11 am    Post subject: RCC column with Axial Load and Biaxial moment (As per IS:456 Reply with quote

Sir
Please give me a solution or a spreadsheet to design a RCC column with Axial Load and Biaxial moment (As per IS:456-2000) without using of SP16 , i mean to say that the interaction diagram will generate automatically & from that the necessary values will be taken for column reinforcement/capacity design.
Thanks & Regards
Manoj Chakraborty
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patilbsantosh
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Joined: 19 May 2008
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PostPosted: Thu May 29, 2008 10:14 am    Post subject: RCC column with Axial Load and Biaxial moment (As per IS:456 Reply with quote

Hi Manoj….let me introduce myself, my name is Santoshkumar & I am working for L&T. Since from last few days even I am also trying to develop interaction curve in excel sheet but it has become almost impossible to develop only with excel tool but one can try to do with the help of VB. But somehow it has become possible to develop interaction curve for uniaxial bending moment case & that to all for dimensionlised case. If it works for u means then I will mail it to u……

Regards

Patil.B.Santosh
Sr. Design Engineer
Engineering Design & Reserch Centre
LNTECC MUMBAI


From: manoj_en [mailto:forum@sefindia.org]
Sent: Wednesday, May 28, 2008 5:52 PM
To: general@sefindia.org
Subject: [SEFI] RCC column with Axial Load and Biaxial moment (As per IS:456-2000)



Sir
Please give me a solution or a spreadsheet to design a RCC column with Axial Load and Biaxial moment (As per IS:456-2000) without using of SP16 , i mean to say that the interaction diagram will generate automatically & from that the necessary values will be taken for column reinforcement/capacity design.
Thanks & Regards
Manoj Chakraborty
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"This Message and its contents is intended solely for the addressee and is proprietary.Information in this mail is for L&T Business Usage only. Any Use to other than the addressee is misuse and infringement to Proprietorship of L&T ECC.If you are not the addressee please return the mail to the sender.L&T ECC DIVISION"

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dipakdgaikwad
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Joined: 01 Apr 2008
Posts: 77
Location: Mumbai

PostPosted: Thu May 29, 2008 11:27 am    Post subject: [SEFI] Re: RCC column with Axial Load and Biaxial moment (As Reply with quote

You can find one on the same forum.

see the link bellow.

http://sefindia.org/?q=node/80


Dipak D. Gaikwad
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hiteshcparmar
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Joined: 28 Apr 2008
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PostPosted: Thu May 29, 2008 1:08 pm    Post subject: Reply with quote

yes friends
i have that spreadsheet
give me your email id i will post it to you
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Dr. N. Subramanian
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Joined: 21 Feb 2008
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Location: Gaithersburg, MD, U.S.A.

PostPosted: Thu May 29, 2008 3:23 pm    Post subject: Spread Sheet for Column Design Reply with quote

hiteshcparmar wrote:
yes friends
i have that spreadsheet
give me your email id i will post it to you

Hi Parmar,

Is it different from the one available in SEFI site? In that case send a copy to drnsmani@gmail.com

Thanking you in advance
Subramanian Smile

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Dr.Subramanian Narayanan
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JVCSNL
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Joined: 26 Jan 2003
Posts: 161

PostPosted: Fri May 30, 2008 4:05 am    Post subject: RCC column with Axial Load and Biaxial moment (As per IS:456 Reply with quote

See discussion under topic regarding help in constructing column interaction on SEFI website.

I recall that, there used to be one spread sheet on SEFI website showing development of interaction charts. Please search on the website and you will find it.

Regards,

Jignesh Chokshi

Quote:
Quote:
Quote:
forum@sefindia.org 29-05-2008 >>>

Hi Manoj….let me introduce myself, my name is Santoshkumar & I am working for L&T. Since from last few days even I am also trying to develop interaction curve in excel sheet but it has become almost impossible to develop only with excel tool but one can try to do with the help of VB. But somehow it has become possible to develop interaction curve for uniaxial bending moment case & that to all for dimensionlised case. If it works for u means then I will mail it to u……

Regards

Patil.B.Santosh
Sr. Design Engineer
Engineering Design & Reserch Centre
LNTECC MUMBAI


From: manoj_en [mailto:forum@sefindia.org]
Sent: Wednesday, May 28, 2008 5:52 PM
To: general@sefindia.org (general@sefindia.org)
Subject: [SEFI] RCC column with Axial Load and Biaxial moment (As per IS:456-2000)



Sir
Please give me a solution or a spreadsheet to design a RCC column with Axial Load and Biaxial moment (As per IS:456-2000) without using of SP16 , i mean to say that the interaction diagram will generate automatically & from that the necessary values will be taken for column reinforcement/capacity design.
Thanks & Regards
Manoj Chakraborty
Placements ? No Problem. Register Here! Try it!






"This Message and its contents is intended solely for the addressee and is proprietary.Information in this mail is for L&T Business Usage only. Any Use to other than the addressee is misuse and infringement to Proprietorship of L&T ECC.If you are not the addressee please return the mail to the sender.L&T ECC DIVISION"

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knsheth123
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Joined: 26 Jan 2003
Posts: 123

PostPosted: Sat May 31, 2008 3:33 am    Post subject: RCC column with Axial Load and Biaxial moment (As per IS:456 Reply with quote

On 5/29/08, K N SHETH <knsheth123@gmail.com (knsheth123@gmail.com)> wrote:
Quote:
Sir

Pl. find attached Worksheet prepared for Design of RCC Columns. This would substantially relieve from SP_16 headache.

For further discussion, feel free to communicate.

Prof. K. N. Sheth
Dharmsinh Desai University
NADIAD.



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achyut
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Joined: 26 Apr 2008
Posts: 2

PostPosted: Sun Jun 01, 2008 12:43 am    Post subject: Design Softwares for RAFT Foundation (As per IS:456) Reply with quote

Dear all,


Do you know any design softwares or prepared spread sheet for raft foundation based on IS standards? I think STAAD,SAFE and ETABS have that options in design, but those softwares are not available to me.


-Achyut Khanal
Structural Engineer
Kathmandu,Nepal

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manoj_en
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Joined: 23 May 2008
Posts: 36

PostPosted: Fri Jun 27, 2008 3:43 am    Post subject: RCC column with Axial Load and Biaxial moment (working stres Reply with quote

Respected Sir
I have downloaded the excel spreadsheet for Design of RCC column with Biaxial moment by limit state method.
Sir, I will request you to kindly send me another excel spreadsheet for the same design (i.e RCC column design with axial load & biaxial moment) by working stress method.
I required this for designing of bridge piers as per IRC code (which is mainly follows working stress method). In the spreadsheet i require the stresses of concrete in all corners as well as stresses for each individual bars.

Sir I will be highly indebted if you kindly send me the same.

Thanks & Regards
Manoj Chakraborty
Gurgaon
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suvankarwin
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Joined: 02 Sep 2009
Posts: 2

PostPosted: Mon Nov 23, 2009 9:14 am    Post subject: Reply with quote

can u plz send me the sheet?


suvankarwin@gmail.com
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