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Author Message
  Topic: SEISMIC JOINTS
kishorpss

Replies: 6
Views: 796

PostForum: 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: 796

PostForum: 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: 796

PostForum: 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: 757

PostForum: 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: 7454

PostForum: 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: 2325

PostForum: 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: 2669

PostForum: 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: 18
Views: 11110

PostForum: 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: 3348

PostForum: 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: 632
Views: 465979

PostForum: 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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