www.www.buonovino.com

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Forum SubscriptionsSubscriptionsDigestDigest PreferencesFAQFAQSearchSearchMemberlistMemberlistUsergroupsUsergroupsRegisterRegisterFAQ安全提示FAQDonate
ProfileProfileLog in to check your private messagesLog in to check your private messagesLog 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.

Daily Digest Fri Oct 26 00:00:05 2007

This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies. www.www.buonovino.com Forum Index->Past Discussions Year 2007
View previous topic::View next topic
Author Message
suku82in
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 7

PostPosted: Mon Oct 29, 2007 1:41 pm文章主题:每日消化星期五10月26 00:00:05 2007 Reply with quote

Dear sandip,

Two way slab for concentrated load can be analysed using Piguads curve.The same can be reffered in any bridge engineering book/Reynolds handbook/"limit state design of rcc structure by P.C Vargese.IS code also recommends Piguads's curve.

Regards,
S.Adhikari

wrote:
-------------------------
Message From s_barwal[AT]yah...
Subject: Point load on 2 way slab
Date: 25/10/07
Time: 11:22:33
-------------------------
Hi to all,

How v can analyze two way slab and its supporting beams for a point load acting on anywhere on the slab????

Sandeep.

Save all your chat conversations. Find them online.
-------------------------

-------------------------
Message From ssravi[AT]eth...
Subject: SOft Storie
Date: 25/10/07
Time: 12:56:01
-------------------------
How to give soft storie parameters in Staad Pro?

Please help

Ravi

-------------------------

-------------------------
Message From nainakantis[AT]yah...
Subject: Duct friction
Date: 25/10/07
Time: 22:31:41
-------------------------
Dear Sefians,

Can I know duct friction & wobble coefficients for plastic & galvanised steel ducts in post tensioning?

Many thanks,
Sridhar

around

-------------------------

Posted via Email
Back to top
View user's profileSend private message
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. www.www.buonovino.com Forum Index->Past Discussions Year 2007 All times are GMT
Page1of1



Jump to:
Youcannotpost new topics in this forum
Youcannotreply to topics in this forum
Youcannotedit your posts in this forum
Youcannotdelete your posts in this forum
Youcannotvote in polls in this forum
Youcanattach files in this forum
Youcandownload 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
Baidu
map