Author |
Message |
Topic: rectangular hollow section purlins |
R_Shenoy
Replies: 10
Views: 11982
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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
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Forum: 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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