| Author |
Message |
 Topic: using Fe500 steel over Fe415 |
ykalamkar
Replies: 8
Views: 4045
|
 Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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
|
Forum: 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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