| Author |
Message |
 Topic: Wishing Happy New Year |
sargo
Replies: 1
Views: 2330
|
 Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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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