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  Topic: live load surcharge

Replies: 4
Views: 4089

PostForum: SEFI General Discussion   Posted: Thu Feb 04, 2010 5:31 pm   Subject: live load surcharge

I am designing a retaining wall to retain the earth for high embankment of Road,the soil slope is 1V to 1.5H. The retaing wall located at a distance of 7m from the edge of carriage way. There i ...
  Topic: FEM or Plate element model for box culvert

Replies: 1
Views: 1870

PostForum: SEFI General Discussion   Posted: Thu Nov 26, 2009 3:12 pm   Subject: FEM or Plate element model for box culvert
Hi Sefians,

I designed Box culvert by using STAAD in Beam element(1m width considered in STAAD model), but our client is not accepting that, he is asking FEM or Plate element model. Can you suggest ...
  Topic: RCC Arch bridge

Replies: 1
Views: 2819

PostForum: SEFI General Discussion   Posted: Sun Jan 11, 2009 11:41 am   Subject: RCC Arch bridge
Hi Safians,

I have designing a RCC Arch bridge span of about 20 m and it resting on abutment. The soil fill above the arch bridge about 8 m at the crown. If any one have the design procedure or ref ...
  Topic: Message from jreddy_t

Replies: 0
Views: 1791

PostForum: SEFI General Discussion   Posted: Sun Feb 17, 2008 5:54 am   Subject: Message from jreddy_t
In miltistoried building design, what should be the
support condition in STAAD model,is it fixed or
The Geo tecnical specialist suggested open foundation


Forgot the famous last ...
  Topic: Structural Detailing of Floating Column

Replies: 2
Views: 7648

PostForum: Past Discussions Year 2007   Posted: Sat Dec 29, 2007 7:58 am   Subject: Structural Detailing of Floating Column
Don't give Flooting column.
T J Reddy

--- ermctalikoti[AT]yah... wrote:

5, 50, 500, 5000 - Store N number of mails in your inbox. Go to http://help.yahoo.com/l/in/yahoo/mail/yahoomail/t ...
  Topic: Allowable bearing pressure

Replies: 1
Views: 6465

PostForum: Past Discussions Year 2007   Posted: Fri Nov 16, 2007 1:57 pm   Subject: Allowable bearing pressure
Hi Sefians,
Please clarify my doubts,

I am designing a multistory building, and the
Geotechnical report shows the Allowable bearing
pressure is 11 T/m2 at 3.5 m below the Ground level.

To Check the ...
  Topic: Message from jreddy_t

Replies: 1
Views: 6096

PostForum: Past Discussions Year 2007   Posted: Wed Nov 14, 2007 8:23 am   Subject: Message from jreddy_t
Hi Ameet,
Thanks for your email.
The allowable base pressure 10 T/m2.

--- Ameet.Dabadghav[AT]par... wrote:

Forgot the famous last words? Access your message archive online at http://i ...
  Topic: Message from jreddy_t

Replies: 1
Views: 6096

PostForum: Past Discussions Year 2007   Posted: Tue Nov 13, 2007 1:46 pm   Subject: Message from jreddy_t
Please clarify my questions

I am designing a multistory building, and SBC is only
10 t/m2 at 3m below ground level.
All my footings are overlapping if i go isolated
Can i go for combined foo ...

Replies: 15
Views: 15441

PostForum: Past Discussions Year 2005   Posted: Sun Dec 04, 2005 3:06 pm   Subject: FLOATING COLUMNS
Try to avoid floating columns, only in hyderabad
floating columns are giving.

--- maheshkkumar2002Respected sir,

Iam a student pursuing my M.E structures at HYD.
sir,plz give informatio ...
  Topic: Message from jreddy_t@yahoo.co.in

Replies: 0
Views: 1491

PostForum: Past Discussions Year 2005   Posted: Sat Apr 23, 2005 6:41 am   Subject: Message from jreddy_t@yahoo.co.in
Dear members,
There is a problem in the slab cover has fallen and
reinforcement is exposed to open and corroded.
I would like to know the application procedure and
quality of EPOXY material required f ...
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