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Author Message
  Topic: footing design
srinivasan_vasudevan

Replies: 16
Views: 5199

PostForum: SEFI General Discussion   Posted: Wed Jul 25, 2018 3:30 pm   Subject: footing design
Dear abrar

When you encountered hard rock are such shallow depths kindly recheck the bearing capacity .
It has to be considerably higher than at 2 mts level on a soil .


With this higher SBC, ...
  Topic: Calculation of Kz, Ky, Ly and Lz
srinivasan_vasudevan

Replies: 49
Views: 59590

PostForum: SEFI General Discussion   Posted: Sun Jul 22, 2018 5:30 pm   Subject: Calculation of Kz, Ky, Ly and Lz
Hi agree that 25 mts span is correct 

Vasudevan 




On Sun, Jul 22, 2018, 10:12 PM pankaj.gupta <forum@sefindia.org ( Ly should not be 1.5 but distance between the braced nodes. UNL can ...
  Topic: Calculation of Kz, Ky, Ly and Lz
srinivasan_vasudevan

Replies: 49
Views: 59590

PostForum: SEFI General Discussion   Posted: Fri Jul 20, 2018 4:30 am   Subject: Calculation of Kz, Ky, Ly and Lz
If the roof profile is of Gable type with a ridge at the centre , then with a tie member of sufficient stiffness , the out of plane bending can be considered with 25 mts as  the length .

Vasudevan  ...
  Topic: consultancy fee structure
srinivasan_vasudevan

Replies: 152
Views: 135666

PostForum: SEFI General Discussion   Posted: Sat Jan 26, 2013 5:50 am   Subject: consultancy fee structure
I would like to draw attention to these points regards economics of design, When we focus our attention on developer projects , it is surprising that the discussuon starts with" kg/sft". whe ...
  Topic: consultancy fee structure
srinivasan_vasudevan

Replies: 152
Views: 135666

PostForum: SEFI General Discussion   Posted: Thu Jan 24, 2013 11:55 am   Subject: consultancy fee structure
I completley disagree with dipak bhattachgarya both on fees and quality We are working on consultancy projects with big MNC companies and also with govt, semi govt and private deveopers It is unfortun ...
  Topic: consultancy fee structure
srinivasan_vasudevan

Replies: 152
Views: 135666

PostForum: SEFI General Discussion   Posted: Sun Jan 20, 2013 2:09 pm   Subject: consultancy fee structure
Dear all When quoting the consultancy fees on sft basis , one has to be careful as to what is the area for consideration Some builders do not pay for basement areas and parking , ramps etc., as they d ...
  Topic: Proposed REVISION OF IS:456-2000- Inviting Comments
srinivasan_vasudevan

Replies: 161
Views: 114960

PostForum: SEFI General Discussion   Posted: Thu Jan 10, 2013 2:52 pm   Subject: Proposed REVISION OF IS:456-2000- Inviting Comments
dear sefians 

my comments are as below


1. we should have a clause on "detailing for integrity" which essentially explains how the re bars should  be placed at intersection of members ...
  Topic: Opening email for Tall Bldgs e-Conference
srinivasan_vasudevan

Replies: 12
Views: 21770

PostForum: E-Conference on Tall Buildings   Posted: Wed Nov 21, 2012 8:48 am   Subject: Opening email for Tall Bldgs e-Conference
hi all 

when we are discussing the tall buildings , would it not be prudent to discuss as to when the buildings can be classified as tall ?


1 , Is it only with respect to height , if so what h ...
  Topic: Mullaperiyar
srinivasan_vasudevan

Replies: 48
Views: 25415

PostForum: SEFI General Discussion   Posted: Sun Jan 01, 2012 8:31 am   Subject: Mullaperiyar
Dear members

In the absence of engineering drawings of the dam , a visual inspection of the dam site by experienced structural members can throw lot of light on the condition of dam
At least immedi ...
  Topic: ME(Structure) Project
srinivasan_vasudevan

Replies: 4
Views: 4301

PostForum: SEFI General Discussion   Posted: Mon Aug 02, 2010 8:26 am   Subject: ME structure project
Hi

I suggest you take up any one or all as your project for study


1. comparison of long span roof structures with CHS, SHS, RHS sections with angles, channels et.c, ( weight reduction and t ...
 
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