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Author Message
Topic:etabs design options
kishorpss

Replies:6
Views:7542

PostForum:SEFI General DiscussionPosted: Sun Feb 27, 2022 2:17 am Subject:CHECKING OF ETABS FILE
Dear friends,

Please arrange to check the file attached. Arrange to check, whether the structure has been designed as per IS 1893: 2016 & IS 13920: 2016 with up to date Amendments.


GUIDE, ...
Topic:SEISMIC JOINTS
kishorpss

Replies:6
Views:3823

PostForum:SEFI General DiscussionPosted: 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:3823

PostForum:SEFI General DiscussionPosted: 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:3823

PostForum:SEFI General DiscussionPosted: 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:1877

PostForum:SEFI General DiscussionPosted: 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:11080

PostForum:SEFI General DiscussionPosted: 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:3786

PostForum:SEFI General DiscussionPosted: 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:4351

PostForum:SEFI General DiscussionPosted: 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:23
Views:20302

PostForum:SEFI General DiscussionPosted: 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:6441

PostForum:SEFI General DiscussionPosted: 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
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