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Author Message
  Topic: Large column cross section
Vishal

Replies: 3
Views: 1422

PostForum: SEFI General Discussion   Posted: Fri Jan 24, 2020 11:20 pm   Subject: Large column cross section
Can anyone please help?
  Topic: Large column cross section
Vishal

Replies: 3
Views: 1422

PostForum: SEFI General Discussion   Posted: Fri Jan 24, 2020 12:57 pm   Subject: Large column cross section
See attached image (col.jpg). Why the column has grosser section towards the top?
  Topic: Electric overhead cranes
Vishal

Replies: 1
Views: 1666

PostForum: SEFI General Discussion   Posted: Sun Nov 23, 2014 12:08 pm   Subject: Electric overhead cranes
I have a project coming up soon wherein I have to calculate the loads transmitted from EOt I.e. electric driven overhead travelling cranes to beams and columns. Which is the Indian code used in this r ...
  Topic: Crack at mid section of beam
Vishal

Replies: 6
Views: 3582

PostForum: SEFI General Discussion   Posted: Wed Mar 27, 2013 9:22 pm   Subject: Crack at mid section of beam
Hi,

Please see the attachment. The attachment shows a crack (hair line) developed at the mid section of the beam - form work has just been removed from the beam after 12 days.
What could be the ...
  Topic: IEI is unresponsive.
Vishal

Replies: 1
Views: 1959

PostForum: SEFI General Discussion   Posted: Mon Jan 14, 2013 10:23 am   Subject: IEI is unresponsive.
I'm sorry to say -again sorry to sound unprofessional.

There is no hope left in our country- professional bodies behaving like is another countless example of why younf engineers feel demotivated ...
  Topic: Difference between Buckling and P-Delta analysis.
Vishal

Replies: 29
Views: 39393

PostForum: Er. T. Rangarajan   Posted: Tue Nov 13, 2012 10:26 am   Subject: Difference between Buckling and P-Delta analysis.

Er.Vishal,

Check now!


Thanks Sir
  Topic: Difference between Buckling and P-Delta analysis.
Vishal

Replies: 29
Views: 39393

PostForum: Er. T. Rangarajan   Posted: Wed Nov 07, 2012 8:20 am   Subject: Difference between Buckling and P-Delta analysis.
Dear Rengarajan Sir,

In the pdf you uploaded, the table is truncated towards the end.Can you please upload it again?

Thanks
  Topic: Pile foundation design
Vishal

Replies: 1
Views: 1890

PostForum: SEFI General Discussion   Posted: Mon Oct 22, 2012 7:49 am   Subject: Pile foundation design
[SIZE=3][COLOR=#a0a0a0][FONT=Times New Roman,serif]Hi,[/FONT][/COLOR][/SIZE]
[SIZE=3][COLOR=#a0a0a0][FONT=Times New Roman,serif]For design of pile foundation, is there any soil test needed?[/FONT][/ ...
  Topic: Effect of shear modulus
Vishal

Replies: 1
Views: 1580

PostForum: SEFI General Discussion   Posted: Thu Jun 21, 2012 7:17 am   Subject: Effect of shear modulus
It will have an effect on deep beams- anywhere where the shear deformations are NOT negligible and thus the Euler Bernoulli beam thoery would not suffice, one would go into Timoshink beam theory which ...
  Topic: Web and Video courses
Vishal

Replies: 6
Views: 3484

PostForum: SEFI General Discussion   Posted: Sat Jun 09, 2012 11:33 am   Subject: Web and Video courses
Dear Mallick saheb,

It is here:

http://www.sefindia.org/forum/viewtopic.php?t=10540&postdays=0&postorder=asc&start=10

Vishal
 
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