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Author Message
  Topic: Please suggest me which provisions can be suitable for unstiffened Steel plate shear walls design in Indian Condition.
mrbabu77

Replies: 4
Views: 2588

PostForum: SEFI General Discussion   Posted: Mon May 08, 2017 9:56 am   Subject: Steel Plate shear walls
Dear Avinash,
I would like to know more about your thesis in order to give you some guidance.
Could you please email to me- mrbabu77@gmail.com?
Regards,

Babu Raghavan
Chartered Structural Engi ...
  Topic: Please suggest me which provisions can be suitable for unstiffened Steel plate shear walls design in Indian Condition.
mrbabu77

Replies: 4
Views: 2588

PostForum: SEFI General Discussion   Posted: Thu Apr 20, 2017 9:46 am   Subject: Steel plate shear walls
Hi Avinash,
I have done my dissertation on the steel plate shear walls. Could you please elaborate about your thesis. Possibly I can assist.
Regards,
Babu M.Raghavan
Chartered Structural Engineer
  Topic: Detailing-Anchorage
mrbabu77

Replies: 12
Views: 3609

PostForum: SEFI General Discussion   Posted: Sat Oct 04, 2014 12:19 pm   Subject: Detailing-Anchorage
Dear RangaRajan Sir,

Arrangement 1 is better.

The common space between column and beam is the joint zone and people often do not pay any attention. By taking the top bars up to the outer face of ...
  Topic: Can you guess the maximum loaded pile?
mrbabu77

Replies: 17
Views: 6891

PostForum: SEFI General Discussion   Posted: Tue Sep 30, 2014 11:37 am   Subject: Can you guess the maximum loaded pile?
Dear NS Sir,RangaRajan Sir,Jayakumar,

Firstly, I do not know(until I know what are the details of piles adjacent to this one) why this arrangement is chosen-unusual layout and mixing pile diameters ...
  Topic: IStructEChartered Membership Examination PreparationINDIACCU
mrbabu77

Replies: 4
Views: 5687

PostForum: SEFI General Discussion   Posted: Mon Sep 29, 2014 3:57 am   Subject: IStructE London Chartered Membership (CM)exam
Dear Er,

I am Chartered Structural Engineer of IStructE (UK) and working in Kerala. I am able to provide you some assistance for the preparation of CM exam.

You can call me on +9197 4787 4051 fo ...
  Topic: Soil Investigation & evaluation of SBC
mrbabu77

Replies: 21
Views: 8716

PostForum: SEFI General Discussion   Posted: Sat Mar 22, 2014 5:42 am   Subject: Soil Investigation & evaluation of SBC
Dear Er Jayakumar,

I remember our discussion on suspension bridge.

For quick NDT pile load testing, dynamic load testing can be used.

I have details of two agencies as noted below-
Construct ...
  Topic: Soil Investigation & evaluation of SBC
mrbabu77

Replies: 21
Views: 8716

PostForum: SEFI General Discussion   Posted: Fri Mar 21, 2014 7:33 am   Subject: Soil Investigation & evaluation of SBC
Dear Er Jayakumar,

It is better to understand various pile testing procedures to take a final decision. I have summarised below common pile testing methods.

There are two types of load testing. ...
  Topic: HOW TO REDUCE SHEAR IN THIS PARTICULAR CASE ?
mrbabu77

Replies: 10
Views: 3690

PostForum: SEFI General Discussion   Posted: Thu Mar 20, 2014 11:24 am   Subject: HOW TO REDUCE SHEAR IN THIS PARTICULAR CASE ?
Dear Arvind,

By looking at the sketch you had provided, the following things that are worth considering-
1. What are the ground conditions-Geotechnical design parameters at the site- soil profile, ...
  Topic: High Strength Concrete
mrbabu77

Replies: 5
Views: 2288

PostForum: SEFI General Discussion   Posted: Thu Mar 20, 2014 10:22 am   Subject: High Strength Concrete
Dear Er.,

I am enclosing a paper that gives you design guidelines of columns using high strength concrete. This is authored my old colleague-Angus McFarlane. Angus has also provided many reference ...
  Topic: BS codes & EURO codes
mrbabu77

Replies: 5
Views: 1908

PostForum: SEFI General Discussion   Posted: Thu Mar 20, 2014 6:51 am   Subject: BS codes & EURO codes
Dear [FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Thananjayan,[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Attached is a list of EC & BS co ...
 
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