| Author |
Message |
 Topic: SEISMIC JOINTS |
kishorpss
Replies: 6
Views: 1221
|
 Forum: SEFI General Discussion Posted: Sat Mar 16, 2019 11:51 am Subject: SEISMIC JOINTS |
Dear Er. Prasanta,
Please check mail.
Brgds,
KISHORE |
| Topic: SEISMIC JOINTS |
kishorpss
Replies: 6
Views: 1221
|
Forum: SEFI General Discussion Posted: Tue Mar 12, 2019 10:01 am Subject: SEISMIC JOINTS |
Dear Er.
[HIGHLIGHT=#efefef][FONT=Verdana, Arial, Helvetica, sans-serif]flexible or easily yielding material used in the present scenario.[/FONT][/HIGHLIGHT]
[HIGHLIGHT=#efefef][FONT=Verdana, Ari ... |
| Topic: SEISMIC JOINTS |
kishorpss
Replies: 6
Views: 1221
|
Forum: SEFI General Discussion Posted: Wed Mar 06, 2019 5:12 am Subject: SEISMIC JOINTS |
Dear Senior Sefians,
I am requesting all to through light on the above subject.
Design of a large size building of G+2 storied is under progress. Due to its large plan area, it is divided into 1 ... |
| Topic: Need pointers to carry out value engineering for villa townships |
kishorpss
Replies: 0
Views: 876
|
Forum: SEFI General Discussion Posted: Thu Aug 31, 2017 9:36 am Subject: Need pointers to carry out value engineering for villa townships |
Whatever the type of structure, height of structure & whatever the seismic zone on which the structure will be constructed, you have to follow BIS structural design code.
As the structures wil ... |
| Topic: Earthquake load application in staad |
kishorpss
Replies: 11
Views: 7972
|
Forum: SEFI General Discussion Posted: Fri Jun 09, 2017 6:15 am Subject: Earthquake load application in staad |
Dear Er. Thiagarajan.S ,
Please go through the table 9 of IS 1893-2016.
BIS code committee has brought the building with flat slabs under the purview of IS1893-2016.
Indirectly code commit ... |
| Topic: Percentage of Imposed Load to be taken in EQ Load Combinations in IS 1893 Part1: 2016 |
kishorpss
Replies: 2
Views: 2571
|
Forum: SEFI General Discussion Posted: Wed May 17, 2017 6:52 am Subject: Percentage of Imposed Load to be taken in EQ Load Combinations in IS 1893 Part1: 2016 |
Dear Aditya,
In response to your query, I am intimate you that in IS 1893 (Part1) 2002, reduction of live loads were allowed in load combinations vide clause no.7.3.
But in IS 1893 (Part1) 2016 ... |
| Topic: Soil Investigation |
kishorpss
Replies: 3
Views: 2948
|
Forum: SEFI General Discussion Posted: Wed May 17, 2017 6:28 am Subject: Soil Investigation |
Dear Er. Jhon,
The extract of IS:1892.1979 is given in connection with depth of bore holes.
2.3.2 Depth of Exploration - The depth of exploration required depends on the type of proposed structure, ... |
| Topic: pushover analysis |
kishorpss
Replies: 22
Views: 12155
|
Forum: SEFI General Discussion Posted: Wed May 10, 2017 3:25 pm Subject: pushover analysis |
Dear Rajan Sir,
my email id: kishor_bsnl@yahoo.com. Arrange to mail.
KISHORE |
| Topic: Minimum distance between two underreamed piles of two different groups. |
kishorpss
Replies: 2
Views: 3792
|
Forum: SEFI General Discussion Posted: Mon Apr 24, 2017 11:02 pm Subject: Minimum distance between two underreamed piles of two different groups. |
Sir,
Thanks for your valuable suggestion & sharing knowledge.
Brgds,
Kishore |
| Topic: STAAD. PRO |
kishorpss
Replies: 634
Views: 485682
|
Forum: SEFI General Discussion Posted: Mon Apr 24, 2017 2:07 am Subject: STAAD. PRO |
Dear Arunlumar,
Thanks a lot for your valuable guidance.
Brgds,
Kishore |
| |
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