www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log in to websiteLog in to websiteLog in to websiteLog in to forum 
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.

Post Tension Two Way Slab with PT Beams

 
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies. Thank Post    www.sefindia.org Forum Index -> E-Conferences-2008 [ Flat Slab Design issues ]
View previous topic :: View next topic  
Author Message
nitinengr
SEFI Member
SEFI Member


Joined: 29 Sep 2008
Posts: 11
Location: Vadodara

PostPosted: Fri Dec 26, 2008 10:35 am    Post subject: Post Tension Two Way Slab with PT Beams Reply with quote

I am using Ram Concept since last few days. I am trying to design
PT Two Way Slab with PT Beams but in the design i am not getting expected results so can any body knowing Ram Concept suggest me the proper way to design Two Way (Flat Slab) slab.

_________________
NITIN G. PATNI (DIRECTOR)

AEON POST TENSION
502, 4F, NARAYAN ELEGANCE
ABOVE AXIS BANK
HARNI-AIRPORT ROAD
VADODARA, GUJARAT, INDIA
9998054748
nitin@aeon-pt.com,
aeonptinida@gmail.com
Back to top
View user's profile Send private message Visit poster's website
SANJEEV KASLIWAL
SEFI Member
SEFI Member


Joined: 08 Oct 2008
Posts: 14

PostPosted: Sat Dec 27, 2008 11:15 am    Post subject: Post Tension Two Way Slab with PT Beams Reply with quote

Dear Nitin G Patni
What is Ram Concept, Please explain in detail.
Thanks

Sanjeev Kasliwal
Bhilai


--- On Fri, 26/12/08, nitinengr <forum@sefindia.org> wrote:

Quote:
From: nitinengr <forum@sefindia.org>
Subject: [ECONF] Post Tension Two Way Slab with PT Beams
To: econf@sefindia.org
Date: Friday, 26 December, 2008, 4:05 PM
I am using Ram Concept since last few days. I am trying to
design
PT Two Way Slab with PT Beams  but in the design i am not
getting expected results so can any body knowing Ram Concept
suggest me the proper way to design Two Way (Flat Slab)
slab.

------------------------
Nitin G. Patni

Jr. Design Engineer
Post Tension Services India Pvt. Ltd
E-113, Vrundavan Township,
Harni Road, Vadodara.
Mobile no 09925225290
Visit us www.ptsindia.net






From Chandigarh to Chennai - find friends all over India. Go to http://in.promos.yahoo.com/groups/citygroups/

Posted via Email
Back to top
View user's profile Send private message
nitinengr
SEFI Member
SEFI Member


Joined: 29 Sep 2008
Posts: 11
Location: Vadodara

PostPosted: Sat Dec 27, 2008 2:00 pm    Post subject: Re Reply with quote

Sanjeev,

Ram Concept is the one of the software whcih is used for the design of the PT slabs  and beams.
Back to top
View user's profile Send private message Visit poster's website
Display posts from previous:   
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies. Thank Post    www.sefindia.org Forum Index -> E-Conferences-2008 [ Flat Slab Design issues ] All times are GMT
Page 1 of 1

 

 
Jump to:  
You cannot post new topics in this forum
You cannot reply to topics in this forum
You cannot edit your posts in this forum
You cannot delete your posts in this forum
You cannot vote in polls in this forum
You can attach files in this forum
You can download files in this forum


© 2003, 2008 SEFINDIA, Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service. advertisement policy