| Author |
Message |
 Topic: DESIGN OF SPLICE CONNECTIONS FOR THEIR SECTION CAPACITIES |
bharatthej
Replies: 12
Views: 8806
|
 Forum: SEFI General Discussion Posted: Tue Jul 04, 2017 2:00 pm Subject: DESIGN OF SPLICE CONNECTIONS FOR THEIR SECTION CAPACITIES |
As per code, the minimum force it needed to be designed are specified (30% and 50%). You could choose the maximum w.r.t prevailing forces.
On 4 Jul 2017 18:29, "er.mvv" <forum@sefindia ... |
| Topic: ASCE-7-2016 & IS:1893:2016 |
bharatthej
Replies: 4
Views: 5538
|
Forum: SEFI General Discussion Posted: Tue Jul 04, 2017 5:00 am Subject: ASCE-7-2016 & IS:1893:2016 |
Hello,
Codes are often sent for review to the practising engineers in the industry as well. That's where commentary on why such a rational is adopted is important. As said by one of our members ... |
| Topic: news item regarding bridge collapse in 2012 |
bharatthej
Replies: 36
Views: 19796
|
Forum: SEFI General Discussion Posted: Tue Sep 08, 2015 3:00 pm Subject: news item regarding bridge collapse in 2012 |
| Proffesor are arrested coz of their unavailability /no response to the court orders to attend. They are not charges of anything related to the Incident. On 8 Sep 2015 19:00, "alpa_sheth" < ... |
| Topic: Tamil Nadu Building Collapse- Query to Chennai Sefians... |
bharatthej
Replies: 111
Views: 67150
|
Forum: SEFI General Discussion Posted: Sat Jul 05, 2014 6:15 am Subject: Tamil Nadu Building Collapse- Query to Chennai Sefians... |
Dear All,
As an entrepreneur in industry I need to share some experiences of mine. Most projects we deal with, the client invariably have an architect/consultant to get his point of view for constru ... |
| Topic: Review of IS 875 Wind Code |
bharatthej
Replies: 34
Views: 18959
|
Forum: SEFI General Discussion Posted: Thu Oct 17, 2013 4:30 am Subject: Review of IS 875 Wind Code |
Rather better way would be just like American way we can go with zonal classification. As in, UBC Vol. 2 (i use the same) for such cases with the estimated max speed from met dept records,
On Thu ... |
| Topic: Use of Structural Steel and other alternative materials |
bharatthej
Replies: 6
Views: 11726
|
Forum: E-Conference on Tall Buildings Posted: Fri Nov 23, 2012 5:26 am Subject: Use of Structural Steel and other alternative materials |
| cannot agree more.further more the combination of hot rolled and metal stud framing is quite pivitol considering the ease of fabrication and dead weight(of light gauge framing). the elements contribut ... |
| Topic: PEB draft code |
bharatthej
Replies: 5
Views: 5873
|
Forum: SEFI General Discussion Posted: Tue Apr 12, 2011 7:03 am Subject: Reference |
| You can refer this brochure.http://www.sefindia.org/forum/images/smiles/icon_twisted.gif |
| Topic: Today's 28/01/2011 collapse of 5 story building in Ahmeda. |
bharatthej
Replies: 58
Views: 32672
|
Forum: SEFI General Discussion Posted: Mon Jan 31, 2011 2:19 pm Subject: Today's 28/01/2011 collapse of 5 story building in Ahmeda. |
Very well said mr.sanjay.i am opening a startup in structural
consultancy and i am severly facing this difficulty.local muncipal
licensed str.engineers quote too less.now for marketing im forced to
... |
| Topic: IS 800:2007 - Section 12 application |
bharatthej
Replies: 11
Views: 11744
|
Forum: SEFI General Discussion Posted: Mon Jan 31, 2011 7:28 am Subject: IS 800:2007 - Section 12 application |
Forgot to add,
did you consider plastic moment capacity of the column also??
the type of connection is also critical. i hope you have used a pinned connection.
best way to do that is to fo ... |
| Topic: IS 800:2007 - Section 12 application |
bharatthej
Replies: 11
Views: 11744
|
Forum: SEFI General Discussion Posted: Mon Jan 31, 2011 7:07 am Subject: IS 800:2007 - Section 12 application |
Dear Abhisek,
You can verify the demand to capacity ratio for D +L, D+W combo and compare it with lateral load. From the abnormalities you figured for baseplate, i expect that the column is vey ta ... |
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