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Author Message
  Topic: rectangular hollow section purlins
R_Shenoy

Replies: 10
Views: 11982

PostForum: SEFI General Discussion   Posted: Tue Aug 08, 2023 12:30 pm   Subject: rectangular hollow section purlins
Please download tech literature for tata hollow sections. It contains section properties, allowable stresses, etc.

On Tue, 8 Aug, 2023, 15:53 Er.shivani, <forum@sefindia.org ( hii sir/mam,
I ...
  Topic: column design in staad
R_Shenoy

Replies: 27
Views: 44102

PostForum: SEFI General Discussion   Posted: Wed Apr 12, 2023 5:30 am   Subject: column design in staad
Dear Logesh,

The correct approach would be to identify four load combinations at each end of a column in the lowest storey.
1. Pmax with concurrent Mx & My
2. Pmin with concurrent Mx & My ...
  Topic: Shear Wall design in staad
R_Shenoy

Replies: 100
Views: 180551

PostForum: SEFI General Discussion   Posted: Thu Jan 07, 2021 6:30 am   Subject: Shear Wall design in staad
Dear Mr Sureshkumar,


Was your original query on SEFI, about RCDC not recognising shear walls modeled with elements?
Please note that RCDC does not read or handle finite element data from Staad. ...
  Topic: Recent amendment to IS 13920:2016
R_Shenoy

Replies: 0
Views: 1562

PostForum: SEFI General Discussion   Posted: Thu Feb 15, 2018 6:12 am   Subject: Recent amendment to IS 13920:2016
The amendment has to be purchased for Rs 180 + gst.........😃

Posted via Email
  Topic: Base shear correction
R_Shenoy

Replies: 3
Views: 4481

PostForum: SEFI General Discussion   Posted: Thu Aug 31, 2017 9:45 am   Subject: Base shear correction
Dear Rahul,The minimum threshold on design base shear was introduced to avoid the tendency to design for reduced base shears obtained from equiv static or dynamic analysis based on program calculated ...
  Topic: Relation between Structural Engineer and his Structural Draf
R_Shenoy

Replies: 21
Views: 13197

PostForum: SEFI General Discussion   Posted: Mon Sep 07, 2015 7:32 am   Subject: Re: Relation between Structural Engineer and his Structural
But real skill lies in training a fresh draftsman to bring him to such a level that will help you in future. That really do not happen now a days.

Rightly said.

However, with the technological a ...
  Topic: Relation between Structural Engineer and his Structural Draf
R_Shenoy

Replies: 21
Views: 13197

PostForum: SEFI General Discussion   Posted: Mon Sep 07, 2015 7:29 am   Subject: Re: Relation between Structural Engineer and his Structural
But real skill lies in training a fresh draftsman to bring him to such a level that will help you in future. That really do not happen now a days.

Rightly said.

However, with the technological a ...
  Topic: FLOATING COLUMN
R_Shenoy

Replies: 2
Views: 9356

PostForum: Evaluate my Model   Posted: Sun Jun 14, 2015 5:06 am   Subject: Re: FLOATING COLUMN
Respected professors and structural engineers,

I have quite a few doubts regarding the behaviour of floating columns.
I am doing my M.E. Thesis on the very same topic.

I have modelled a 5 store ...
  Topic: Transfer Girder Design in multisyorey
R_Shenoy

Replies: 14
Views: 13809

PostForum: SEFI General Discussion   Posted: Fri Jan 10, 2014 2:21 pm   Subject: Transfer Girder Design in multisyorey
A little caution is recommended, in making the assumption that the wall above the transfer girder will act like a deep beam and that the transfer girder is not required. Please consider the sequence o ...
  Topic: Time period of building with podium
R_Shenoy

Replies: 6
Views: 9503

PostForum: SEFI General Discussion   Posted: Wed Oct 02, 2013 4:25 pm   Subject: Time period of building with podium
Would it be appropriate in such cases to design the tower for EQ forces based on period calculated using the empirical formula (using the height and base dimensions of the tower), but use a suitably s ...
 
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