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Author Message
  Topic: COUNTERFORT RETAINING WALL
vaisakhg

Replies: 40
Views: 24813

PostForum: SEFI General Discussion   Posted: Fri Aug 02, 2013 6:49 am   Subject: COUNTERFORT RETAINING WALL
Dear Mr. Purushottam
My sincere advice is not to go for thumb rules in the beginning. Concentrate on designing based on standard design procedures and codes of practice.
Regards,
Vaisakh G
Assi ...
  Topic: (SEFI) Torsion in multistoried building
vaisakhg

Replies: 9
Views: 4896

PostForum: SEFI General Discussion   Posted: Sun Jul 28, 2013 8:23 am   Subject: (SEFI) Torsion in multistoried building
Dear Vinay
You'll be having torsion in structures if you have an eccentric mass. This happens when centre of rigidity and centre of mass don't coincide. Try to reduce it by shifting centre ...
  Topic: COUNTERFORT RETAINING WALL
vaisakhg

Replies: 40
Views: 24813

PostForum: SEFI General Discussion   Posted: Wed Jul 17, 2013 3:31 pm   Subject: COUNTERFORT RETAINING WALL
Dear Mr. Akanshu Singh,
The output of any commercially available finite element package completely depends on the inputs provided as the model. The real question is how close your model is to the rea ...
  Topic: doubt regarding corrosion
vaisakhg

Replies: 9
Views: 3431

PostForum: SEFI General Discussion   Posted: Sun Jun 16, 2013 10:03 am   Subject: doubt regarding corrosion
Dear Mr. Ravi,
The answer is quite simple. Corrosion takes place only in acidic environment. The fresh concrete is highly alkaline and hence no corrosion.
Regards,
Vaisakh G
Assistant Professor ...
  Topic: T beam depth
vaisakhg

Replies: 13
Views: 6867

PostForum: SEFI General Discussion   Posted: Thu Jun 06, 2013 5:09 pm   Subject: T beam depth
Dear ankur,
Revise the basics, calculate the forces and moments and design according to the requirements.
Regards,
Vaisakh G
Assistant Professor
Department of Civil Engineering
Sree Buddha C ...
  Topic: Delamintaion Effect on Steel plates
vaisakhg

Replies: 7
Views: 2910

PostForum: SEFI General Discussion   Posted: Thu Jun 06, 2013 5:00 pm   Subject: Delamintaion Effect on Steel plates
Dear Mr. Chandran,
Delamination is happening due to the stresses in the flange. Inorder to prevent delamination, we have to design the connection between the web and flange in such a way to transfer ...
  Topic: Abutment Design
vaisakhg

Replies: 4
Views: 2468

PostForum: SEFI General Discussion   Posted: Sat Jun 01, 2013 5:41 am   Subject: Abutment Design
Dear yashrai,
What's the problem with that clause ? I didn't get what exactly are you trying to point out.
Regards,
Vaisakh G
Assistant Professor
Department of Civil Engineering
Sree ...
  Topic: horizontal sway of PRECAST PSC Girder
vaisakhg

Replies: 19
Views: 8897

PostForum: SEFI General Discussion   Posted: Fri May 24, 2013 12:56 pm   Subject: horizontal sway of PRECAST PSC Girder
Dear Sir,
You pointed it out right sir. I have observed my students after their internship get the idea that whatever you study is useless and you will be practicing something else. This is the mess ...
  Topic: RECENT EARTHQUAKE ACTIVITY IN NORTH INDIA AND OLD BLDS.
vaisakhg

Replies: 7
Views: 2614

PostForum: SEFI General Discussion   Posted: Sat May 11, 2013 3:23 am   Subject: RECENT EARTHQUAKE ACTIVITY IN NORTH INDIA AND OLD BLDS.
Dear ARC sir,
I was having the same view and used to discuss when i discuss the code with the students when i am taking course on earthquake engineering. The code remains silent and leaves behind gr ...
  Topic: Practical problems in site
vaisakhg

Replies: 8
Views: 3711

PostForum: SEFI General Discussion   Posted: Tue May 07, 2013 1:51 am   Subject: Practical problems in site
Dear Shankar,
You may please refer to CPWD specifications. It is available for download in CPWDEA website.
Vaisakh G
Assistant Professor
Department of Civil Engineering
Sree Buddha College of ...
 
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