| Author |
Message |
 Topic: Suggestion regarding floating columns |
Dipak.Gaikwad
Replies: 46
Views: 34503
|
 Forum: SEFI General Discussion Posted: Thu Aug 28, 2008 10:40 am Subject: Suggetion regarding floating columns |
Dear Keya Mitra
Can you please send it to me also .
My mail ID " dipakdgaikwad@gmail.com
Thanks in advance!
Regards
Dipak
"Confidentiality Warning: This message and any att ... |
| Topic: Permisible foundation settlement limits |
Dipak.Gaikwad
Replies: 1
Views: 3226
|
Forum: SEFI General Discussion Posted: Fri Aug 08, 2008 11:51 am Subject: Permissible foundation settlement limits |
Dear Ravindra Joshi
Refer IS 1904 : 1986 Code of practice for design and construction of foundations in soils: general requirements Table -1
for "Permissible differential settlement and til ... |
| Topic: RCC column design |
Dipak.Gaikwad
Replies: 6
Views: 8092
|
Forum: SEFI General Discussion Posted: Mon Jul 21, 2008 12:19 pm Subject: RCC column design |
It may be min. % of steel.
"rajubaiju" <forum@sefindia.org>
"rajubaiju" <forum@sefindia.org>
07/21/2008 04:59 PM Please respond to
general@sefindia.or ... |
| Topic: Helipad on Roof |
Dipak.Gaikwad
Replies: 9
Views: 14508
|
Forum: SEFI General Discussion Posted: Thu Apr 17, 2008 10:52 am Subject: Helipad On Roof |
Dear Friend
Please see bellow the load considered for Design of Helipad.
I do have data regarding helicopters of different companies and there different models.
If you need please let me kn ... |
| Topic: Re. Footing distance |
Dipak.Gaikwad
Replies: 1
Views: 3245
|
Forum: SEFI General Discussion Posted: Fri Mar 28, 2008 5:46 am Subject: Re. Footing distance |
Dear Sir
If the footings are at different levels………..
As per me it should be away from the edge of footing by same distance equal
to their level difference.
So that line of load distribution (45 ... |
| Topic: Regarding Elastic shorting of columns |
Dipak.Gaikwad
Replies: 0
Views: 2521
|
Forum: SEFI General Discussion Posted: Sat Feb 02, 2008 6:00 am Subject: Regarding Elastic shorting of columns |
Dear ALL
In high-rise buildings elastic shorting of columns is
predominant.
My question is
1) How to calculate the exact elastic shorting of
column.
2) Giving chamber to floor plate and Vertical tilt ... |
| Topic: HAPPY NEW YEAR |
Dipak.Gaikwad
Replies: 1
Views: 29004
|
Forum: Past Discussions Year 2007 Posted: Mon Dec 31, 2007 11:55 am Subject: HAPPY NEW YEAR |
Dear Safians
May dawning of this new year…….
Open up for you New Horizons,
Fill your heart with new hopes and bring for you…….
Promises of Brighter Tomorrow!
Wishing you happiness and Prospe ... |
| Topic: what mass should be taken for dynamic analysis of wind. |
Dipak.Gaikwad
Replies: 2
Views: 8142
|
Forum: Past Discussions Year 2007 Posted: Fri Oct 19, 2007 5:40 am Subject: what mass should be taken for dynamic analysis of wind. |
Dear Mr. VIRAL
For Wind tunnel testing the FM laboratories asks for all the physical
properties of structure i.e. lateral stiffness, Mass, Mass moment of
inertia @ all three axes, Modeshapes, Model fr ... |
| Topic: what mass should be taken for dynamic analysis of wind. |
Dipak.Gaikwad
Replies: 2
Views: 8142
|
Forum: Past Discussions Year 2007 Posted: Thu Oct 18, 2007 12:34 pm Subject: what mass should be taken for dynamic analysis of wind. |
Dear SAFIANS
While analyzing the structure for dynamic effect of wind what mass/weight
should be taken. Whether it will be same as seismic weight (Dead weight +%
of live load) or something else. (Its ... |
| Topic: How to calculate damping of any structure? |
Dipak.Gaikwad
Replies: 1
Views: 6927
|
Forum: Past Discussions Year 2007 Posted: Fri Oct 05, 2007 9:07 am Subject: How to calculate damping of any structure? |
Dear SAFIANS,
Is there any well defined procedure to calculate Damping of RCC structure?
Thanks
Dipak Gaikwad
Manager (Structural Design)
Reliance Industries Ltd.
"Confidentiality Warning: This ... |
| |
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