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Author Message
  Topic: Wishing Happy New Year
sargo

Replies: 1
Views: 2330

PostForum: SEFI General Discussion   Posted: Thu Dec 30, 2010 3:05 pm   Subject: Wishing Happy New Year
Hi,

New is the year, new are the hopes and the aspirations,
New is the resolution, new are the spirits and
Forever our warm wishes are for you. Have a promising and fulfilling new year.

I with ...
  Topic: Bridge column design using WSM
sargo

Replies: 5
Views: 8300

PostForum: SEFI General Discussion   Posted: Fri Dec 18, 2009 8:29 am   Subject: Bridge column design using WSM
Sir, I have to design the river crossing bridge for resting water supply pipe line of diameter 350mm running full. The width of the bridge is 1.5m and the span is 125m . I provided the column at every ...
  Topic: Happy Republic day
sargo

Replies: 0
Views: 2585

PostForum: Speak Out Box   Posted: Sat Jan 24, 2009 10:24 am   Subject: Happy Republic day
Dear Sefians,

Wishing you all Happy Republic day, 2009

In triumph & in tragedy
One Nation, under God Indivisible,
And pledge allegiance
to the flag of our Motherland.
And to the rep ...
  Topic: GRADE OF CONCRETE.
sargo

Replies: 48
Views: 29549

PostForum: SEFI General Discussion   Posted: Sat Jan 17, 2009 8:09 am   Subject: GRADE OF CONCRETE.
Dear Sefian,
As per IS : 456-2000, the compressive strength to be falled upto 5% is allowed and that is the strength which I felt that could be mathed with the compressive strength of concrete casted ...
  Topic: Grade of Concrete
sargo

Replies: 4
Views: 4725

PostForum: SEFI General Discussion   Posted: Fri Jan 02, 2009 11:02 am   Subject: Grade of Concrete
Happy New Year to all sefians, Is revised IS 456 recommends the use of M25 for Footing & column below Ground for all structures under any conditions. Govond Chhawsaria 098231 93042

Posted vi ...
  Topic: Regarding Shoe footins
sargo

Replies: 8
Views: 7261

PostForum: SEFI General Discussion   Posted: Wed Dec 24, 2008 8:18 am   Subject: Regarding Shoe footins
Dear Sefian,
Is it safe to design the shoe type eccentric footing for seismic areas or in normal loading conditions.If it is, then state me detailed design procedure for the same for the column carry ...
  Topic: Welding of Reinforcing bars
sargo

Replies: 12
Views: 22112

PostForum: SEFI General Discussion   Posted: Thu Dec 18, 2008 5:39 am   Subject: Welding of Reinforcing bars
Good Morning all sefians.
Thanking you to my reply on welding of reinforcing bars in RCC members.
In each reply, it is suggested that refer the code IS 2751 : 1979, which I do not have. So, please s ...
  Topic: Welding of Reinforcing bars
sargo

Replies: 12
Views: 22112

PostForum: SEFI General Discussion   Posted: Tue Dec 16, 2008 4:09 am   Subject: Welding of Reinforcing bars
Dear Sefians,
Is welding of reinforcing allowed by IS Code.
Then suggest me the minimum and maximum permissible welding length of bars in columns, footing raft for modile tower and in case of beams. ...
  Topic: Concreting under seepage water
sargo

Replies: 1
Views: 3174

PostForum: SEFI General Discussion   Posted: Sun Dec 14, 2008 8:22 am   Subject: Concreting under seepage water
I am a practising structural desiner working in nashik.

I have encountered the situation that there is much continuous of seepage water which can't be easily dewatering, so in that case how and whi ...
  Topic: Query foundation for sandy soil
sargo

Replies: 1
Views: 3434

PostForum: SEFI General Discussion   Posted: Sat Dec 13, 2008 2:42 pm   Subject: Query foundation for sandy soil
Please suggest me which type of foundation to be provided on sandy soil in case of mobile tower and G+3building. Please give me the references and the details of design.

Govind Chhawsaria
Structur ...
 
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