| Author |
Message |
 Topic: Large column cross section |
Vishal
Replies: 3
Views: 1422
|
 Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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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