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  Topic: Detailing of Column Reinforcement

Replies: 6
Views: 3770

PostForum: SEFI General Discussion   Posted: Tue Feb 21, 2017 7:23 am   Subject: Detailing of Column Reinforcement
Dear Abhishek Sir,

Having worked with BS codes few years ago, i don't remember it had any charts for equal distribution of steel on 4-sides of a column, even SP-16 has charts defined for equal dist ...
  Topic: Staad Analysis : Info Needed

Replies: 5
Views: 3803

PostForum: SEFI General Discussion   Posted: Mon Jan 09, 2017 6:30 am   Subject: Staad Analysis : Info Needed
Dear Er. Mohfiz,

As said by fellow engineer's..it simplifies the load application process etc, though the engineer hasn't used it, another advantage of defining loads as reference loads is you can ...
  Topic: Block type machine Design Foundation

Replies: 3
Views: 2732

PostForum: SEFI General Discussion   Posted: Tue Aug 23, 2016 6:25 am   Subject: Block type machine Design Foundation
Dear Er. huzaifa

This is not the correct procedure for dynamic analysis of block foundation,
you have to consider different modes of vibration, amplitudes in all modes, eccentricity check, wt chec ...
  Topic: Analysis of folded plates

Replies: 4
Views: 3335

PostForum: SEFI General Discussion   Posted: Tue May 10, 2016 5:26 am   Subject: Analysis of folded plates
Dear Oundhkar sir,

I observed it now, that I made a generalized statement, my intention was in this particular context that the questioner appeared to me one not familiar with plates in Staad, and ...
  Topic: Analysis of folded plates

Replies: 4
Views: 3335

PostForum: SEFI General Discussion   Posted: Mon May 02, 2016 6:11 am   Subject: Analysis of folded plates
Dear Er. Yogeendra,

It is not advisable to analyse folded plates in FEM softwares, as I understandyou are new to analysis of plates, you should refer manual methods and cross check the results unde ...
  Topic: Staad Output issue

Replies: 7
Views: 6307

PostForum: SEFI General Discussion   Posted: Thu Dec 24, 2015 6:22 pm   Subject: Staad Output issue
Dear Er.Smit

I see you are modelling rigid diaphragm by using master slave command, we need to make sure that the master node is at the CG of loaded floor, but in your case as the loading is not un ...

Replies: 673
Views: 323925

PostForum: SEFI General Discussion   Posted: Tue Dec 22, 2015 10:56 am   Subject: LINKS THAT LIST THE BOOKS IN THE FORUM
Dear Er. Khandekar

I purchased the book mentioned by you at amazon in INR 494, but now it is priced around INR 18000. It is always better to add the books needed in wishlist at these online book st ...
  Topic: Check staad model

Replies: 12
Views: 9141

PostForum: SEFI General Discussion   Posted: Sun Dec 20, 2015 4:06 am   Subject: Check staad model
dear sefians

Following are my observations when we design beam manually by taking moments at face of the column either by offset command or the procedure mentioned by thread initiator or when we ch ...
  Topic: Invitation to my book launch function at Chennai!

Replies: 3
Views: 3629

PostForum: Speak Out Box   Posted: Fri Dec 18, 2015 10:38 am   Subject: Invitation to my book launch function at Chennai!
Dear Subramanian sir,

Congratulations and thanks for the 2nd edition of DSS, I was never comfortable with steel design, and your book is the reason that I love this subject and I'm able deal with s ...
  Topic: Response Reduction Factor for hybrid buildings

Replies: 7
Views: 4165

PostForum: SEFI General Discussion   Posted: Wed Jul 22, 2015 1:12 pm   Subject: Response Reduction Factor for hybrid buildings
Dear Venkatesh sir

I differ with you that structural system does not define the R value, these R values depend upon structural systems and their response, for example as per UBC IMRF has R value of ...
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