Author |
Message |
Topic: COUNTERFORT RETAINING WALL |
vaisakhg
Replies: 40
Views: 24813
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Forum: 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
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Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
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Forum: 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
|
Forum: 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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