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  Topic: A New idea for RCC COLUMN design

Replies: 19
Views: 3127

PostForum: SEFI General Discussion   Posted: Thu Sep 05, 2019 7:30 am   Subject: A New idea for RCC COLUMN design
Hi,  can you please share the excel file?

On Thu, Sep 5, 2019, 9:54 AM rg.gupta <forum@sefindia.org ( Dear Manoharbs
Jai Hind
    It is advised in future pl do not  make any comment  in has ...
  Topic: Floating Column

Replies: 46
Views: 27639

PostForum: SEFI General Discussion   Posted: Thu Aug 09, 2018 5:30 pm   Subject: Floating Column
Dear Kumaresan

Read the clause 5.5 of IS 13920:2016

Buildings with floating columns and set back columns perform poorly, when any such irregularities are adopted, detailed nonlinear analyses ...
  Topic: Information required in IS1893 part 2016

Replies: 21
Views: 4423

PostForum: SEFI General Discussion   Posted: Tue Jul 31, 2018 8:30 am   Subject: Information required in IS1893 part 2016
Then why code allow the consideration of stiffness of masonry wall by modelling it as diagonal strut. Before cracking of concrete, Masonry wall will crack.

Required clarification from expert.


Replies: 39
Views: 7349

PostForum: SEFI General Discussion   Posted: Thu Apr 19, 2018 7:30 pm   Subject: STRUCTURAL ENGINEER'S FEES VS. BROKER FEES
Dear Sir

I really respect your words, but we are living in a country when a structural engineer quote a fee (say X amount) other structural engineer quote (amount of 0.5X). We do not have unity, in ...
  Topic: How to become a good structural designer

Replies: 19
Views: 5880

PostForum: SEFI General Discussion   Posted: Sun Sep 17, 2017 9:56 am   Subject: How to become a good structural designer

On Sep 9, 2017 9:43 PM, "uhvaryani" <forum@sefindia.org ( Dear Sefians,                       Recently,many questions were put on the forum by young designers such as,how to ...
  Topic: Relationship between density of concrete and Grade of Mix

Replies: 3
Views: 2297

PostForum: SEFI General Discussion   Posted: Mon Jul 03, 2017 7:00 pm   Subject: Relationship between density of concrete and Grade of Mix
Dear Er. Rabinder Shekher

As a structural engineer, we consider the density of concrete for calculating the self weight of RCC element & there is no role of concrete density in analysis & d ...
  Topic: Two way slab

Replies: 21
Views: 10329

PostForum: SEFI General Discussion   Posted: Mon May 15, 2017 12:00 pm   Subject: Two way slab
According to my understanding (please correct me if I am wrong):

We do not provide the top reinforcement at discontinuous edge (provides only nominal steel)  & assumed as simply supported there ...
  Topic: Architect and Structural Engineer

Replies: 33
Views: 12437

PostForum: SEFI General Discussion   Posted: Fri Oct 02, 2015 4:55 pm   Subject: Architect and Structural Engineer
Very true.
An architect told me we hire structural engineer so that he can provide us the solution of structural problems if arises during changes in their project which they dream and the dream ch ...
  Topic: Query in Steel Beam Design

Replies: 1
Views: 1411

PostForum: SEFI General Discussion   Posted: Wed Nov 20, 2013 9:40 am   Subject: Query in Steel Beam Design
Dear Sefians

Please find the attachment.

Attached pics shows the calculation of Torsion constant in the book of

Steel Structures (Design & Practice)
Eng. N.Subramaniam, Maryland, ...

Replies: 5
Views: 8554

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Tue Sep 24, 2013 1:21 pm   Subject: HOW TO CALCULATE NUMBER OF PILES
Thanks Mr. Pravinin case of uplift?
Self weight of pile cap added to Fy? if yes then how much percentage of Fy?

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