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.

Search found 23 matches
www.sefindia.org Forum Index
Author Message
  Topic: Detailing Reinforcement
dbhanuprasad

Replies: 50
Views: 32100

PostForum: SEFI General Discussion   Posted: Sat Nov 15, 2008 2:28 pm   Subject: Detailing Reinforcement
pl send your ppt file mentioned. i am interested in your file and thanks in adv.

On Sat, Nov 15, 2008 at 7:00 PM, thirumalaichettiar <forum@sefindia.org ( DETAILING OF REINFORCEMENT IN CONCRE ...
  Topic: Econferences...- Latest Vote count
dbhanuprasad

Replies: 13
Views: 8796

PostForum: SEFI General Discussion   Posted: Thu Nov 13, 2008 2:28 am   Subject: vote for e conference topic
I vote for an e-conferene on flat slabs.
  Topic: Free Standing Steel Staircase
dbhanuprasad

Replies: 4
Views: 6000

PostForum: SEFI General Discussion   Posted: Tue Apr 29, 2008 12:42 pm   Subject: Design of free standing stair case
The following books may be referred for free standing stair case.
1. Design of RC structures by Prof P Dayaratnam.
2. Reynolds Handbook on RC design.
The forces (Moments, shears) may estimated usin ...
  Topic: 1.2Dl+1.2LL-1.2EL
dbhanuprasad

Replies: 7
Views: 6462

PostForum: SEFI General Discussion   Posted: Wed Apr 23, 2008 7:54 am   Subject: 1.2Dl+1.2LL-1.2EL
Dear forum members,
I think there is a misinterprettation of the load combination of 1.2(DL+LL+(or-)EL). The load combination is algebric sum only and not subtracted for negative sign. The negative s ...
  Topic: vertical cracks in beam
dbhanuprasad

Replies: 10
Views: 12060

PostForum: SEFI General Discussion   Posted: Thu Apr 03, 2008 10:55 am   Subject: vertical cracks in beam
Dear santosh,
What is the size of beam. Is it a part of building or satanding alone ( compound wall)
  Topic: Message from dbhanuprasad
dbhanuprasad

Replies: 0
Views: 2113

PostForum: SEFI General Discussion   Posted: Mon Mar 10, 2008 8:41 am   Subject: Message from dbhanuprasad
You can refer limit state design by PC Varheese.

On Mon Mar 10 00:49:40 2008, shalini_singh97[AT]red... <
shalini_singh97[AT]red...> wrote:

Posted via Email
  Topic: Seminar Invitation At Delhi For Structural & Foundation
dbhanuprasad

Replies: 0
Views: 1956

PostForum: Past Discussions Year 2007   Posted: Sat Feb 10, 2007 2:42 pm   Subject: Seminar Invitation At Delhi For Structural & Foundation
Dear pratap reddy,
Thank you for the invitation. Unfortunately, Delhi is very far away from my
place Visakhapatnam, AP and I do not have any other assignment during these
3 months in Delhi. Hence I wi ...
  Topic: Greetings
dbhanuprasad

Replies: 2
Views: 2973

PostForum: Past Discussions Year 2007   Posted: Fri Jan 26, 2007 3:23 pm   Subject: Greetings
Dear Prof SKJain,
I would like to contribute Rs 500/- per year. Pl. let me know the
payment details etc.
In general the discussion topics are interesting and informative.
I will be very happy if perso ...
  Topic: Very Fundamental Question
dbhanuprasad

Replies: 3
Views: 5544

PostForum: Past Discussions Year 2006   Posted: Mon Nov 13, 2006 3:17 pm   Subject: Very Fundamental Question
The support is assumed to be rigid and hence the support displacements
are assumed as zero. If the support is not rigid and it sinks or sways
the magnitude of the sinking/swaying shall be considered i ...
  Topic: design of slab
dbhanuprasad

Replies: 3
Views: 5300

PostForum: Past Discussions Year 2006   Posted: Mon Nov 13, 2006 1:21 pm   Subject: design of slab
Whenever there is continuity of slab it should be considered in the
design as the Moments develop at support and reinforcement should be
provided at top over supports. If simply supported condition (i ...
 
Page 1 of 3 Goto page 1, 2, 3  Next
All times are GMT
Jump to:  


© 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