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manoj_en
SEFI Regulars
Joined: 23 May 2008
Posts: 36
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 Posted: Wed May 28, 2008 8:11 amPost subject: RCC column with Axial Load and Biaxial moment (As per IS:456 |
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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
SEFI Member
Joined: 19 May 2008
Posts: 2
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| Posted: Thu May 29, 2008 10:14 amPost subject: RCC column with Axial Load and Biaxial moment (As per IS:456 |
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嗨Manoj……让我介绍一下我自己,我的名字叫桑特oshkumar & 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@www.buonovino.com]
Sent:Wednesday, May 28, 2008 5:52 PM
To:general@www.buonovino.com
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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dipakdgaikwad
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Joined: 01 Apr 2008
Posts: 77
Location: Mumbai
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| Posted: Thu May 29, 2008 11:27 amPost subject: [SEFI] Re: RCC column with Axial Load and Biaxial moment (As |
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You can find one on the same forum.
see the link bellow.
//www.buonovino.com/?q=node/80
Dipak D. Gaikwad |
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hiteshcparmar
SEFI Member
Joined: 28 Apr 2008
Posts: 11
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| Posted: Thu May 29, 2008 1:08 pmPost subject: |
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yes friends
i have that spreadsheet
give me your email id i will post it to you |
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Dr. N. Subramanian
General Sponsor
Joined: 21 Feb 2008
Posts: 5524
Location: Gaithersburg, MD, U.S.A.
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| Posted: Thu May 29, 2008 3:23 pmPost subject: Spread Sheet for Column Design |
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| 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 todrnsmani@gmail.com
Thanking you in advance
Subramanian
_________________
Dr.Subramanian Narayanan
23 Napa Valley Road, Gaithersburg, MD 20878 USA
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JVCSNL
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Joined: 26 Jan 2003
Posts: 161
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| Posted: Fri May 30, 2008 4:05 amPost subject: RCC column with Axial Load and Biaxial moment (As per IS:456 |
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See discussion under topicregarding help in constructing column interactionon 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
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forum@www.buonovino.com 29-05-2008 >>>
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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@www.buonovino.com]
Sent: Wednesday, May 28, 2008 5:52 PM
To:general@www.buonovino.com(general@www.buonovino.com)
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
Silver Sponsor
Joined: 26 Jan 2003
Posts: 123
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| Posted: Sat May 31, 2008 3:33 amPost subject: RCC column with Axial Load and Biaxial moment (As per IS:456 |
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On 5/29/08,K N SHETHknsheth123@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
SEFI Member
Joined: 26 Apr 2008
Posts: 2
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| Posted: Sun Jun 01, 2008 12:43 amPost subject: Design Softwares for RAFT Foundation (As per IS:456) |
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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
SEFI Regulars
Joined: 23 May 2008
Posts: 36
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| Posted: Fri Jun 27, 2008 3:43 amPost subject: RCC column with Axial Load and Biaxial moment (working stres |
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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) byworking 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
SEFI Member
Joined: 02 Sep 2009
Posts: 2
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| Posted: Mon Nov 23, 2009 9:14 amPost subject: |
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can u plz send me the sheet?
suvankarwin@gmail.com |
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