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 608 matches
www.sefindia.org Forum Index
Author Message
  Topic: Steel and Concrete Column Connection
Abishek_Siingh

Replies: 2
Views: 751

PostForum: SEFI General Discussion   Posted: Tue Jul 24, 2018 12:07 pm   Subject: Steel and Concrete Column Connection
I think your primary intention is to transfer only axial load to your column but in the model since you have not released the moment in joint A and joint B, the software is taking it as a moment conne ...
  Topic: Design of Industrial Shed with RCC Columns having Gantry Crane
Abishek_Siingh

Replies: 2
Views: 1112

PostForum: SEFI General Discussion   Posted: Tue May 22, 2018 11:12 am   Subject: Design of Industrial Shed with RCC Columns having Gantry Crane
I would love to answer this but the question formation is very confusing.

Q1. Which is your x-direction?

Q2. Gantry columns are always untied in one direction. The other direction of tying is br ...
  Topic: Eurocode
Abishek_Siingh

Replies: 3
Views: 1138

PostForum: SEFI General Discussion   Posted: Fri Mar 09, 2018 3:28 am   Subject: Eurocode
Hi Rahul,

The second load combination is as per the 'favourable' load combinations as per eurocode. Also in serviceability and/or accidental situations, the load combinations are entirely different ...
  Topic: Eurocode
Abishek_Siingh

Replies: 3
Views: 1138

PostForum: SEFI General Discussion   Posted: Thu Mar 08, 2018 3:27 am   Subject: Eurocode
I think in Eurocode which is based on UHS (uniform hazard spectrum) the the +/- sigma is accounted for and hence their earthquake spectrum is "higher" as compared to Indian spectrum which is ...
  Topic: Plinth beam requirement for a building
Abishek_Siingh

Replies: 9
Views: 2226

PostForum: SEFI General Discussion   Posted: Tue Mar 06, 2018 11:19 am   Subject: Plinth beam requirement for a building
Q1. Is this a steel building or RCC building?
Q2. When you say pedestal and plinth beam, it doesnt make sense, honestly. Could you upload some plans, elevations and sections?
Q3. First you tell me w ...
  Topic: Insufficient Concrete Cover
Abishek_Siingh

Replies: 5
Views: 1284

PostForum: SEFI General Discussion   Posted: Tue Feb 27, 2018 6:20 am   Subject: Insufficient Concrete Cover
First you have to specify here whether the cover you mentioned is 20mm to the column main bar or column tie?
  Topic: SEFI NEEDS YOUR SUPPORT...
Abishek_Siingh

Replies: 72
Views: 12227

PostForum: SEFI General Discussion   Posted: Tue Feb 27, 2018 6:18 am   Subject: SEFI NEEDS YOUR SUPPORT...
Dear Admin,

Donation failed twice via online payment link. Please see screenshot in attachment. Kindly advise.

With Regards.

Abishek Siingh
  Topic: proportion of 20mm and 10mm aggregates in mix design as per IS 10262-2009
Abishek_Siingh

Replies: 2
Views: 1377

PostForum: SEFI General Discussion   Posted: Mon Feb 26, 2018 4:14 am   Subject: proportion of 20mm and 10mm aggregates in mix design as per IS 10262-2009
When we do a mix design, there a 4 parameters which are quantified based on the experience of the RMC supplier:

1. Percentage of super plasticizer. There is an upper limit to this specified by code ...
  Topic: Multiple Bolt Group Analysis
Abishek_Siingh

Replies: 5
Views: 1427

PostForum: SEFI General Discussion   Posted: Tue Feb 13, 2018 12:26 pm   Subject: Multiple Bolt Group Analysis
In my limited knowledge, both the supports should be pinned (knife tip support at the first bolt group location from the right). Tension in the bolts will govern.

With Regards,

Abishek
  Topic: PLASTIC HINGE FORMATION OF RC BEAM
Abishek_Siingh

Replies: 5
Views: 1593

PostForum: SEFI General Discussion   Posted: Thu Feb 08, 2018 8:15 am   Subject: Re: PLASTIC HINGE FORMATION OF RC BEAM
Dear SEFIANS,
I am working on my Mtech thesis. My topic is "study of plastic hinge formation of RC beam". I am actually planning to cast 1.5m span RC beam of width 0.2m and depth 0.4m u ...
 
Page 1 of 61 Goto page 1, 2, 3 ... 59, 60, 61  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