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Author Message
  Topic: SMF clause 12.11.1 How to ensure joint rotation of 0.04 radians without degradation
Abishek_Siingh

Replies: 3
Views: 1428

PostForum: SEFI General Discussion   Posted: Sat Sep 26, 2020 2:13 pm   Subject: SMF clause 12.11.1 How to ensure joint rotation of 0.04 radians without degradation
Use connections mentioned in Annexure G of IS800 and your 0.04 rad rotation is automatically taken care of!
  Topic: Steel and Concrete Column Connection
Abishek_Siingh

Replies: 2
Views: 1604

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: 2583

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: 2607

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: 2607

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: 4429

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: 2361

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: 79
Views: 31997

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: 3257

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: 2516

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
 
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