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Author Message
  Topic: Teng's curve
bijay sarkar

Replies: 79
Views: 67047

PostForum: SEFI General Discussion   Posted: Thu Oct 30, 2014 10:22 am   Subject: Teng's curve
Dear Mr 3PlankWalker,

From your question, it appears to me that you have entered deep into the solution and near to the end. I am trying to give you the reply as follows :

[SIZE=3][FONT=Calibr ...
  Topic: Chartered Engineer gets Jail term in Kumbakonam Fire Tragedy
bijay sarkar

Replies: 19
Views: 12242

PostForum: SEFI General Discussion   Posted: Tue Aug 05, 2014 1:16 pm   Subject: Chartered Engineer gets Jail term in Kumbakonam Fire Tragedy
I think "Fire Aspects" of any public building etc like hospitals, schools, malls, cinema halls etc etc are governed by the "Fire Service Acts" of the concerened State Govt. NOC is ...
  Topic: CAN SEFI TAKE A BIGGER ROLE ?
bijay sarkar

Replies: 29
Views: 10291

PostForum: SEFI General Discussion   Posted: Tue Jul 08, 2014 7:17 am   Subject: CAN SEFI TAKE A BIGGER ROLE ?
[JUSTIFY][SIZE=3][FONT=Calibri]Dear Sirs,[/FONT][/SIZE][/JUSTIFY]
[JUSTIFY][SIZE=3][FONT=Calibri]As said by NS Sir that there are so many organisations in India related to civil engineering, but they ...
  Topic: CAN SEFI TAKE A BIGGER ROLE ?
bijay sarkar

Replies: 29
Views: 10291

PostForum: SEFI General Discussion   Posted: Tue Jul 08, 2014 7:16 am   Subject: CAN SEFI TAKE A BIGGER ROLE ?
[JUSTIFY][SIZE=3][FONT=Calibri][/FONT][/SIZE] [/JUSTIFY]
  Topic: Tamil Nadu Building Collapse- Query to Chennai Sefians...
bijay sarkar

Replies: 109
Views: 43880

PostForum: SEFI General Discussion   Posted: Fri Jul 04, 2014 10:40 am   Subject: Tamil Nadu Building Collapse- Query to Chennai Sefians...
[JUSTIFY][SIZE=3][FONT=Calibri]Dear Sefians,[/FONT][/SIZE][/JUSTIFY]
[JUSTIFY][SIZE=3][FONT=Calibri]It is a matter of grave concern that in Chennai Building collapse, 61 people have died till date an ...
  Topic: stiffness modifiers
bijay sarkar

Replies: 17
Views: 21250

PostForum: SEFI General Discussion   Posted: Wed Jul 02, 2014 10:50 am   Subject: stiffness modifiers
Dear Mr Maulesh

Due to use of stiffness modifiers, the force distribution throughout the structure will be different and so design may be changed accordingly. Moreover, in service load analysis wi ...
  Topic: Tamil Nadu Building Collapse- Query to Chennai Sefians...
bijay sarkar

Replies: 109
Views: 43880

PostForum: SEFI General Discussion   Posted: Wed Jul 02, 2014 5:35 am   Subject: Tamil Nadu Building Collapse- Query to Chennai Sefians...
Dear Sirs,

Builders are no doubt responsible for such collapses and subsequent deaths of people. But how can we ignore and try to save the educated engineers who were educated to confirm the safet ...
  Topic: How to calculate Builtup weld between flange to web in T-Sec
bijay sarkar

Replies: 11
Views: 6729

PostForum: SEFI General Discussion   Posted: Tue Jun 24, 2014 12:39 pm   Subject: How to calculate Builtup weld between flange to web in T-Sec
Dear Mr Arun,

Everything i have mentioned above is design based on earlier code i.e. IS 800-1984. You may conveniently convert the same in respect of Limit State Design or British Code as necessar ...
  Topic: How to calculate Builtup weld between flange to web in T-Sec
bijay sarkar

Replies: 11
Views: 6729

PostForum: SEFI General Discussion   Posted: Tue Jun 24, 2014 10:28 am   Subject: How to calculate Builtup weld between flange to web in T-Sec
Dear Mr Arun,

Sometimes, in specification, it is mentioned that for built-up plated T/I-section, weld size shall be designed for 80% of full shear capacity and some specification keeps it as 60%. ...
  Topic: How to calculate Builtup weld between flange to web in T-Sec
bijay sarkar

Replies: 11
Views: 6729

PostForum: SEFI General Discussion   Posted: Tue Jun 24, 2014 5:45 am   Subject: How to calculate Builtup weld between flange to web in T-Sec
Dear Mr Arun,

In your case,

CG of the whole section wrt top fibre

Xc = (60*10*5 + 90*8*55)/(60*10+90*Cool = 32.27 mm

Therefore Ix of whole section = 1/12*60*10^3 + 60*10*27.27^2 + 1/12*8 ...
 
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