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  Topic: Need pointers to carry out value engineering for villa townships
kishorpss

Replies: 0
Views: 715

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: 7196

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: 2243

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: 2594

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: 10764

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: 3132

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: 459060

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
  Topic: Minimum distance between two underreamed piles of two different groups.
kishorpss

Replies: 2
Views: 3132

PostForum: SEFI General Discussion   Posted: Sat Apr 22, 2017 1:20 pm   Subject: Minimum distance between two underreamed piles of two different groups.
Dear Sefians,
Please give your views with reference to code/ book, the minimum distance between two under reamed piles of different groups in a structure.

As per code IS 2911 (Part-III)




...
  Topic: STAAD. PRO
kishorpss

Replies: 632
Views: 459060

PostForum: SEFI General Discussion   Posted: Fri Apr 21, 2017 4:43 pm   Subject: STAAD. PRO
Dear Sefians,

While designing an auditorium of R.C.C. structure having sizes 60.00mtr X 15.00 mtr, the beam depth of 750mm spaning along width found safe in staad software.
But the same is not s ...
  Topic: FOUNDATION DESIGN
kishorpss

Replies: 16
Views: 8698

PostForum: SEFI General Discussion   Posted: Mon Feb 27, 2017 4:59 am   Subject: FOUNDATION DESIGN
Dear Er. K. N. Sheth Sir,
Thanks for your active participation. Still I have some doubts in addition to doubt raised by Er.N Srinivasan.

Please refer staad global axis for my question.

1. Are ...
 
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