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Author Message
  Topic: Ph.D Topic
ervijayks

Replies: 0
Views: 1072

PostForum: Speak Out Box   Posted: Thu Jun 10, 2010 7:27 am   Subject: Ph.D Topic
Dear Sefians,

I am deviating a little bit from Structural Engineering in this topic. I have got myself registered for Ph.D program in Management with the HPU Shimla. I want to do research on Rural ...
  Topic: structural dynamics without mathematics
ervijayks

Replies: 22
Views: 8926

PostForum: SEFI General Discussion   Posted: Sun Aug 09, 2009 8:30 am   Subject: structural dynamics without mathematics
I do agree with Ravi that one must have experience of both the site as well as office work

Vijay

--- On Sun, 9/8/09, ssravi <forum@sefindia.org> wrote:


From: ssravi <forum@sefindia ...
  Topic: 55 CPA Cement
ervijayks

Replies: 10
Views: 9800

PostForum: SEFI General Discussion   Posted: Sat Apr 04, 2009 6:30 am   Subject: 55 CPA Cement
Hello Sefians,

I have recently been posted in the design wing of my office in BSNL Civil Wing. I want to get the STAADPRO software there upgraded. Can anybody help me by giving the Phone Nos. of Be ...
  Topic: Detailing of reinforcement in beam-column junction
ervijayks

Replies: 5
Views: 6471

PostForum: SEFI General Discussion   Posted: Wed Jul 16, 2008 9:52 am   Subject: Detailing of reinforcement in beam-column junction
Dear Ajay,

You are right that all beam bars should be inside the columns to avoid slippage during earthquaqe. To achieve this the beam bars are required to be joggled near the column and the ring ...
  Topic: Use of Fe500 in seismic zone V
ervijayks

Replies: 5
Views: 3567

PostForum: SEFI General Discussion   Posted: Mon Jul 07, 2008 4:10 pm   Subject: Use of Fe500 in seismic zone V
Dear friends,

One of my friend is of the view that TMT bars should not be used in structures being constructed in seismic Zone V because these are Fe 500 and the use of this grade is prohibited in ...
  Topic: Poor quality of Construction
ervijayks

Replies: 6
Views: 3017

PostForum: SEFI General Discussion   Posted: Sun Jun 29, 2008 9:04 am   Subject: Poor quality of Construction
Dear Sefians,

None of you responded to the issue of poor quality of construction which I had posted. This leads us to either of the following conclusions:

1. The quality of construction is quite ...
  Topic: Poor quality of Construction
ervijayks

Replies: 6
Views: 3017

PostForum: SEFI General Discussion   Posted: Mon Jun 16, 2008 10:21 am   Subject: Poor quality of Construction
Dear Fellow Members,
We have been discussing through these pages, a lot about the economical and robust design of structures taking into consideration the likely loads and other factors influencing i ...
  Topic: Doubt in Detailing of Beam
ervijayks

Replies: 4
Views: 2974

PostForum: SEFI General Discussion   Posted: Mon Jun 09, 2008 11:26 am   Subject: Doubt in Detailing of Beam
No. The detailing has to be in such a way that minimum Ast is maintained at every section of the beam. Also the code does not permit the curtailment of more than 50% steel.

Vijay


--- On Mon, ...
  Topic: Doubt in Detailing of Beam
ervijayks

Replies: 4
Views: 2974

PostForum: SEFI General Discussion   Posted: Fri Jun 06, 2008 2:07 pm   Subject: Doubt in Detailing of Beam
Dear Arun

The steel which is reuired at the end i.e. beam column junction should be continued at least upto the development length or l/3 whichever is higher, where l is the span of th ...
  Topic: Is our life safe in this corrupted society-Design Approvals
ervijayks

Replies: 11
Views: 5656

PostForum: SEFI General Discussion   Posted: Sat May 24, 2008 8:45 am   Subject: Is our life safe in this corrupted society-Design Approvals
Dear Raghu and other friends,

I agree with you that the builders do not want a design with seismic loading consideration citing the so called 'economy' yet I have seen that even i ...
 
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