Author |
Message |
Topic: Request to participate in Survey re. how many hours we study |
debayan
Replies: 4
Views: 2642
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Forum: SEFI General Discussion Posted: Thu Jul 10, 2014 7:35 am Subject: Request to participate in Survey re. how many hours we study |
Thanks for clarifiying this Mrs Alpa.
Cheers,
Debayan |
Topic: Request to participate in Survey re. how many hours we study |
debayan
Replies: 4
Views: 2642
|
Forum: SEFI General Discussion Posted: Mon Jul 07, 2014 7:38 am Subject: Request to participate in Survey re. how many hours we study |
Is this the only parameter? Hours of study?
Is hours of study, a necessary, and more importantly, the only parameter through which we will answer the important question of the reflection of engine ... |
Topic: Doubts in first time plate modelling in STAAD |
debayan
Replies: 0
Views: 1861
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Forum: SEFI General Discussion Posted: Tue Jan 07, 2014 11:55 am Subject: Doubts in first time plate modelling in STAAD |
Friends,
Finally the time has come to bite the bullet and I have to do PLATE modelling for the first time in STAAD.
And as expected I have run into problems.
The thing is I have created tw ... |
Topic: Regarding effective length for lateral torsion buckling |
debayan
Replies: 3
Views: 3239
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Forum: SEFI General Discussion Posted: Wed Nov 13, 2013 10:22 am Subject: Regarding effective length for lateral torsion buckling |
Firstly, why can't the tie beams be connected to top flange? Please explore options to tie the top flange.
If top flange is not constrained then theoretically lateral torsional buckling will occur ... |
Topic: (SEFI) a doubt on beam |
debayan
Replies: 2
Views: 2690
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Forum: SEFI General Discussion Posted: Thu Oct 03, 2013 7:07 am Subject: (SEFI) a doubt on beam |
The subject has been dealt with in a good manner in Design of concrete structures part -II by H.J Shah.
Maybe you can refer that.
Here is the link to that book (for buying). In table of conten ... |
Topic: IS M.Tech. required to be a structural engineer? |
debayan
Replies: 16
Views: 8144
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Forum: SEFI General Discussion Posted: Tue Aug 13, 2013 6:50 am Subject: IS M.Tech. required to be a structural engineer? |
Additional knowledge will always help in the long term, no doubt about it. If one has no other commitment then it is always beneficial to go in for higher education.
But unfortunately, most of the ... |
Topic: EL and WL doenst occur simultaneously |
debayan
Replies: 37
Views: 16146
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Forum: SEFI General Discussion Posted: Tue Apr 30, 2013 2:31 pm Subject: EL and WL doenst occur simultaneously |
My 2 cents as a junior member of our fraternity.
I remember one particular incident which happened very early in my professional life. That particular incident has helped me to analyse such questi ... |
Topic: Pipe rack questions |
debayan
Replies: 20
Views: 15756
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Forum: SEFI General Discussion Posted: Fri Apr 26, 2013 7:53 am Subject: Re: Pipe rack questions |
1. Even though there is a standard of 6m as average spacing of pipe rack, what will happen if we adopt spacing of 9m c/c for larger dia pipes(> 14") instead of 6m c/c. My view is if we adopt s ... |
Topic: Pipe rack questions |
debayan
Replies: 20
Views: 15756
|
Forum: SEFI General Discussion Posted: Tue Apr 23, 2013 6:45 am Subject: Pipe rack questions |
By pipe rack spacing I am assuming you mean spacing of transverse frames.
Though there are a lot of considerations. The most basic consideration is the dia of pipes.
Small dia pipes will requi ... |
Topic: Effective length of column with Notional load & P-Delta |
debayan
Replies: 2
Views: 3022
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Forum: SEFI General Discussion Posted: Tue Sep 04, 2012 8:28 am Subject: Effective length of column with Notional load & P-Delta |
Hi,
Interesting discussion indeed.
But I am just wondering how will applying notional loads have a effect on the rotational stiffness of a joint on which the column effective lengths are depen ... |
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