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Author Message
  Topic: using Fe500 steel over Fe415
ykalamkar

Replies: 8
Views: 4045

PostForum: SEFI General Discussion   Posted: Wed Jan 02, 2019 2:03 pm   Subject: Similar Problem
Even I have faced the similar problem. I was using FE600. columns were fail. but same passed in FE 550. Could not find the reason....
Thanks & Regards
Yogesh kalamkar
  Topic: design of column_is13920
ykalamkar

Replies: 3
Views: 1008

PostForum: SEFI General Discussion   Posted: Sat Dec 22, 2018 5:34 am   Subject: Column design
@ Sukanta Adhikari sir,
Thank you for clarification.
If we use only Pu/BD, that means we have to provide the concrete to take full axial load and steel only for bending. (permissible stress in conc ...
  Topic: design of column_is13920
ykalamkar

Replies: 3
Views: 1008

PostForum: SEFI General Discussion   Posted: Thu Dec 20, 2018 9:43 am   Subject: design of column_is13920
Dear Sefians,
I am referring to Cl. 7.1 of IS13920:2016. Last sentence reads: " The factored axial compressive stress considering all load combinations relating to seismic loads shall be limited ...
  Topic: Reduction in pile capacity for Bored cast insitu Piles
ykalamkar

Replies: 3
Views: 1119

PostForum: SEFI General Discussion   Posted: Fri Nov 23, 2018 7:22 am   Subject: Reduction in pile capacity for Bored cast insitu Piles
Dear Er. [FONT=Times New Roman,serif][SIZE=3][URL=http://www.sefindia.org/?q=user/10805][COLOR=#0000ff]john_jeevan[/COLOR],[/SIZE][/FONT]

Piles shall be designed as column. In this case pile will b ...
  Topic: Shear Wall design in staad
ykalamkar

Replies: 73
Views: 40136

PostForum: SEFI General Discussion   Posted: Mon Nov 05, 2018 8:45 am   Subject: Shear Wall design in staad
We can model the shear wall as column having same size as we are providing...
  Topic: Low ultimate tensile strength - impact on performance
ykalamkar

Replies: 5
Views: 1144

PostForum: SEFI General Discussion   Posted: Mon Jun 25, 2018 2:08 pm   Subject: Low ultimate tensile strength - impact on performance
Dear All,
In one of the case, structural steel when tested in lab shows ultimate tensile strength lower than the permissible. (Actual 353 Mpa where as required is 410 Mpa). Actual Yield stress is 262 ...
  Topic: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) and its impact on Structural Engineers
ykalamkar

Replies: 19
Views: 8995

PostForum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA)    Posted: Thu May 18, 2017 1:00 pm   Subject: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) and its impact on Structural Engineers
Dear Members,
We can see so many structures without proper design, details, having floating columns, hidden beams etc…. It is one part if the design is not done by structural engineers, but in ...
  Topic: STAAD to EXCEL
ykalamkar

Replies: 11
Views: 9862

PostForum: SEFI General Discussion   Posted: Sun Nov 27, 2016 7:08 am   Subject: Format of output
Dear Sir,
Please let us know what type of output is needed to run the software? i,e, track 0 or 1 or 2?
Yogesh Kalamkar
  Topic: Torsion
ykalamkar

Replies: 30
Views: 18417

PostForum: SEFI General Discussion   Posted: Tue May 03, 2016 9:16 am   Subject: Torsion
I agree that therotically there will be instability. However, as displacements (Including rotation) are rational and relistic, there wont be any difference in hte results of analysis.
  Topic: Torsion
ykalamkar

Replies: 30
Views: 18417

PostForum: SEFI General Discussion   Posted: Wed Apr 27, 2016 1:28 pm   Subject: Torsion
Dear Sir,
What if we release mx at both ends i.e. start and end ? Normally we release at both ends. We get some warnings about instability but as the displacement is rational and realistic, we ignore ...
 
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