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  Topic: Seismic / Earthquake Load Combinations for structures/Buildings
sukanta.adhikari

Replies: 15
Views: 2192

PostForum: SEFI General Discussion   Posted: Tue Jun 25, 2019 7:17 am   Subject: Seismic / Earthquake Load Combinations for structures/Buildings
Dear Arun sir,


IS 875 Part 5 is also a part of NBC.

If reduction in live load is not to be considered in combination...IS 875 Part 5 also has to be revised parallelly...and the clause that LL ...
  Topic: Seismic / Earthquake Load Combinations for structures/Buildings
sukanta.adhikari

Replies: 15
Views: 2192

PostForum: SEFI General Discussion   Posted: Fri Jun 21, 2019 5:20 am   Subject: Seismic / Earthquake Load Combinations for structures/Buildings
Dear sir

As per IS 875 Part 5:1987(Reaffirmed 2013),clause 8.1,reduction in live load is permitted both while generating seismic mass as well as during combination.The code is still active

Clau ...
  Topic: detailing of reinforcement in beams
sukanta.adhikari

Replies: 5
Views: 621

PostForum: SEFI General Discussion   Posted: Wed Apr 03, 2019 4:13 am   Subject: Re: is there any technical reason behind this clause
Dear sir

I am not in a position to answer this question.
I request some other SEFI members to answer this.

Regards
S Adhikari

dear sir
thanks for you reply

is there any technical rea ...
  Topic: detailing of reinforcement in beams
sukanta.adhikari

Replies: 5
Views: 621

PostForum: SEFI General Discussion   Posted: Tue Apr 02, 2019 9:14 am   Subject: Re: detailing of reinforcement in beams
Dear sir,

Refer clause 8.1 for SP 34,which says "Where bars in different horizontal rows have different diameter, the larger diameter bars shall be placed in the bottom row."

Attached ...
  Topic: SEISMIC JOINTS
sukanta.adhikari

Replies: 6
Views: 1053

PostForum: SEFI General Discussion   Posted: Thu Mar 07, 2019 5:32 am   Subject: Re: SEISMIC JOINTS
del
  Topic: design of column_is13920
sukanta.adhikari

Replies: 3
Views: 1008

PostForum: SEFI General Discussion   Posted: Thu Dec 20, 2018 11:28 am   Subject: Re: design of column_is13920
Dear sir,

If you are using Pu/A +Mz/Zz + My/Zy,that means combined compressive and bending stresses are considered.

But the requirement of code is only axial compression .so it is Pu/BD.

Reg ...
  Topic: STAAD Pro COLUMN DESIGN
sukanta.adhikari

Replies: 5
Views: 1622

PostForum: SEFI General Discussion   Posted: Thu Dec 13, 2018 9:55 am   Subject: Re: STAAD Pro COLUMN DESIGN
Dear sir

Staad automatically considers the minimum eccentricity criteria for column design.

This you can check by giving track 2 command in design mode.

I have attached a snapshot of staad ou ...
  Topic: HANDBOOK OF TURBOGENERATOR FOUNDATION
sukanta.adhikari

Replies: 11
Views: 2961

PostForum: SEFI General Discussion   Posted: Sun Nov 04, 2018 5:29 pm   Subject: Re: HANDBOOK OF TURBOGENERATOR FOUNDATION
Respected NS,

Sorry for a late reply as I was out of station.

Thanks for your kind words.You are always an inspiration for us.

I have contacted you before publishing...you suggested some good ...
  Topic: HANDBOOK OF TURBOGENERATOR FOUNDATION
sukanta.adhikari

Replies: 11
Views: 2961

PostForum: SEFI General Discussion   Posted: Tue Oct 09, 2018 5:54 pm   Subject: Re: HANDBOOK OF TURBOGENERATOR FOUNDATION
Rahul sir..thanks for providing the link.

IC at present I am in transit..i will call u within couple of days.
Thanks for your concern..i am eager to know know abt ur advice.

I have given 10 yea ...
  Topic: HANDBOOK OF TURBOGENERATOR FOUNDATION
sukanta.adhikari

Replies: 11
Views: 2961

PostForum: SEFI General Discussion   Posted: Mon Oct 01, 2018 12:49 pm   Subject: HANDBOOK OF TURBOGENERATOR FOUNDATION
Dear Er Adhikari,

Congratulations on your publication. I hope you have retained the copyright at least in India. As far as Lambert Academic Publishing goes, please do read this article.

http://w ...
 
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