| View previous topic :: View next topic |
| Author |
Message |
manoj_en
SEFI Regulars
Joined: 23 May 2008
Posts: 36
|
 Posted: Wed May 28, 2008 8:11 am Post subject: RCC column with Axial Load and Biaxial moment (As per IS:456 |
 |
|
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!
Posted via Email
|
|
| Back to top |
|
 |
patilbsantosh
SEFI Member
Joined: 19 May 2008
Posts: 2
|
| Posted: Thu May 29, 2008 10:14 am Post subject: RCC column with Axial Load and Biaxial moment (As per IS:456 |
|
|
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
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"
Posted via Email
|
|
| Back to top |
|
|
dipakdgaikwad
...
Joined: 01 Apr 2008
Posts: 77
Location: Mumbai
|
| Posted: Thu May 29, 2008 11:27 am Post subject: [SEFI] Re: RCC column with Axial Load and Biaxial moment (As |
|
|
You can find one on the same forum.
see the link bellow.
http://sefindia.org/?q=node/80
Dipak D. Gaikwad
|
|
| Back to top |
|
|
hiteshcparmar
SEFI Member
Joined: 28 Apr 2008
Posts: 11
|
| Posted: Thu May 29, 2008 1:08 pm Post subject: |
|
|
yes friends
i have that spreadsheet
give me your email id i will post it to you
|
|
| Back to top |
|
|
Dr. N. Subramanian
General Sponsor
Joined: 21 Feb 2008
Posts: 5553
Location: Gaithersburg, MD, U.S.A.
|
| Posted: Thu May 29, 2008 3:23 pm Post subject: Spread Sheet for Column Design |
|
|
| 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 
_________________
<p>
Dr.Subramanian Narayanan
</p>
23 Napa Valley Road, Gaithersburg, MD 20878 USA
<p>
</p>
(cdcstruct.com) |
|
| Back to top |
|
|
JVCSNL
...
Joined: 26 Jan 2003
Posts: 172
|
| Posted: Fri May 30, 2008 4:05 am Post subject: RCC column with Axial Load and Biaxial moment (As per IS:456 |
|
|
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"
Posted via Email
|
|
| Back to top |
|
|
knsheth123
Silver Sponsor
Joined: 26 Jan 2003
Posts: 123
|
| Posted: Sat May 31, 2008 3:33 am Post subject: RCC column with Axial Load and Biaxial moment (As per IS:456 |
|
|
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.
|
Posted via Email
Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses.
Use online scanners here and here to upload downloaded attachment to check for safety.
|
| Description: |
|
Download |
| Filename: |
KNS1-COLDSN.zip |
| Filesize: |
199.45 KB |
| Downloaded: |
7166 Time(s) |
|
|
| Back to top |
|
|
achyut
SEFI Member
Joined: 26 Apr 2008
Posts: 2
|
| Posted: Sun Jun 01, 2008 12:43 am Post subject: Design Softwares for RAFT Foundation (As per IS:456) |
|
|
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
Invite your mail contacts to join your friends list with Windows Live Spaces. It's easy! Try it!
Posted via Email
|
|
| Back to top |
|
|
manoj_en
SEFI Regulars
Joined: 23 May 2008
Posts: 36
|
| Posted: Fri Jun 27, 2008 3:43 am Post subject: RCC column with Axial Load and Biaxial moment (working stres |
|
|
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
Skydrive - Get 5GB online space for FREE!. Store and share music, photos and documents online with ease. Try it now!
Posted via Email
|
|
| Back to top |
|
|
suvankarwin
SEFI Member
Joined: 02 Sep 2009
Posts: 2
|
| Posted: Mon Nov 23, 2009 9:14 am Post subject: |
|
|
can u plz send me the sheet?
suvankarwin@gmail.com
|
|
| Back to top |
|
|
|
Subscriptions
FAQ
Search
Memberlist
Usergroups
Register
Donate
Profile
Log in to check your private messages
Log in to website
