| Author |
Message |
 Topic: Rail Over Bridge (ROB) |
sidhudaljeet
Replies: 7
Views: 4911
|
 Forum: SEFI General Discussion Posted: Thu Apr 29, 2010 5:44 pm Subject: Rail Over Bridge (ROB) |
Dear Sefians,
I have seen most of ROBs take more than 5 years to complete. in Punjab there are many that are hanging from long time. do some one has insight about the bottlenecks. I am just going to ... |
| Topic: Inadequacy & Anomalies in our Codes of Practice |
sidhudaljeet
Replies: 3
Views: 3300
|
Forum: SEFI General Discussion Posted: Wed Jun 11, 2008 3:39 pm Subject: Inadequacy & Anomalies in our Codes of Practice |
Dear Er. ShekherJi
The IRC has issued amendements in various coded now PPC can be used, you can get latest circulars
We Should Know Some Thing About Everything And Every Thing About Something.
... |
| Topic: vertical cracks in beam |
sidhudaljeet
Replies: 10
Views: 9959
|
Forum: SEFI General Discussion Posted: Thu Apr 03, 2008 4:47 pm Subject: vertical cracks in beam |
I think it could be due very less cover on strriups
Daljeet
We Should Know Some Thing About Everything And Every Thing About Something.
--- On Mon, 31/3/08, skatheassociates@yahoo.co.in <s ... |
| Topic: Location of Construction joints in continuous RCC Slab. |
sidhudaljeet
Replies: 15
Views: 12747
|
Forum: SEFI General Discussion Posted: Wed Mar 19, 2008 5:20 pm Subject: Location of Construction joints in continuous RCC Slab. |
| Dear Friends,It is general practice to Locate the construction joints in continuous RCC slabs at L/4 from the support. That is tentative point of contra-flexure with uniform loaded slab. But one of my ... |
| Topic: Daily Digest Mon Jul 16 00:00:05 2007 |
sidhudaljeet
Replies: 3
Views: 2803
|
Forum: Past Discussions Year 2007 Posted: Mon Jul 16, 2007 7:16 pm Subject: Daily Digest Mon Jul 16 00:00:05 2007 |
Dear Ravi
there is nothing to worry here I have seen a school building wih irregular and no expension joint, there is no crack it fine may eathquake effect in that case government employee should not ... |
| Topic: Slender columns |
sidhudaljeet
Replies: 2
Views: 2804
|
Forum: Past Discussions Year 2007 Posted: Sun Jul 15, 2007 5:55 pm Subject: Slender columns |
Dear Ravinder
Please think how can you say it is not safe as long as you are not telling the spans and roof height.
ssravi[AT]eth... wrote:
Hello,
I had a discussion with a reputed structural consul ... |
| Topic: Expansion joint |
sidhudaljeet
Replies: 2
Views: 2703
|
Forum: Past Discussions Year 2007 Posted: Sun Jul 15, 2007 5:51 pm Subject: Expansion joint |
ssravi ji
Theoretically not more than circumference of earth !!!
practically it will depend on the type of construction material uses methods of construction and many more things you should clearly me ... |
| Topic: Reliablility of core test results for compresive strength of |
sidhudaljeet
Replies: 3
Views: 3425
|
Forum: Past Discussions Year 2007 Posted: Fri Jul 13, 2007 4:53 pm Subject: Reliablility of core test results for compresive strength of |
dear sefians
the relation between core and cube strength can established if this process is carried out in the supervision of same person. In general cubes are casted with no relation to placing on si ... |
| Topic: Abnormal loading |
sidhudaljeet
Replies: 0
Views: 2001
|
Forum: Past Discussions Year 2007 Posted: Fri Mar 23, 2007 6:23 am Subject: Abnormal loading |
For some idea about short circuit loading please click the link below
http://www.beforeconstruction.com/Abnormal%20Loading.pdf
Daljeet
ahujavipul[AT]red... wrote:
Dear Bhavin,
Please refer to IS 2974 ... |
| Topic: Easy Technical Education. |
sidhudaljeet
Replies: 0
Views: 1970
|
Forum: Past Discussions Year 2007 Posted: Wed Jan 24, 2007 4:47 pm Subject: Easy Technical Education. |
Dear Friends
Some of us must be fed up with old fashioned study system. now the education has moved alot. it is very freindly and easy that through from Indian deemed universities. You can vist one su ... |
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