Author |
Message |
Topic:etabs design options |
kishorpss
Replies:6 Views:7542
|
Forum: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
|
Forum: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
|
Forum: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
|
Forum: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
|
Forum: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
|
Forum: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
|
Forum: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
|
Forum: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
|
Forum: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
|
Forum: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 |
|