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Author Message
  Topic: clause 7.2 Table 6 cracked section properties
Ranjith.Chandunni

Replies: 10
Views: 12077

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Thu Mar 15, 2018 5:17 pm   Subject: Re: clause 7.2 Table 6 cracked section properties
Dear Mr G V Krishna

Thanks for your query. Though I am not an expert in Tall Buildings and have never designed one, my understanding in this regard, as a structural engineer is as follows :


a) ...
  Topic: clause 7.2 Table 6 cracked section properties
Ranjith.Chandunni

Replies: 10
Views: 12077

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Thu Mar 15, 2018 4:32 pm   Subject: clause 7.2 Table 6 cracked section properties
Dear Mr. Alok Bowmik,

Thank you very much for the clarifications which are quite helpful.

I would like to add to what you have clarified regarding cracked and uncracked moment of inertia. Cracke ...
  Topic: Opening email for third day on Econference on IS 16700
Ranjith.Chandunni

Replies: 4
Views: 5579

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Thu Mar 15, 2018 12:04 pm   Subject: E-conference on IS 16700 - Day 3
Dear All,
We are almost coming to end of third day of discussion covering up to Section 8 of the code. There has been a very good participation with lots of queries and many have been responded by f ...
  Topic: Opening Mail for Econference on IS 16700
Ranjith.Chandunni

Replies: 4
Views: 5114

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Tue Mar 13, 2018 5:39 pm   Subject: [E-CONF] Re: Opening Mail for Econference on IS 16700
Dear Mr. Alok Bowmik,


We note your comments and observation on the Tall Building Code provisions during the Day 1 of the discussions. Thank you very much.

They are quite relevant and certainl ...
  Topic: AXIAL DEFORMATION OF COLUMN IN TALL STRUCTURES
Ranjith.Chandunni

Replies: 58
Views: 81782

PostForum: E-Conference on Tall Buildings   Posted: Sun Nov 25, 2012 4:50 am   Subject: AXIAL DEFORMATION OF COLUMN IN TALL STRUCTURES
To add to the response:

The presentation by Dr. Shapour is based on his works on a project in Dubai and the method of assessing column shortening is adopted from PCA publication by Mark Fintel, S.K ...
  Topic: Pointed discussions on tall buildings - Use of Flat Slab -co
Ranjith.Chandunni

Replies: 27
Views: 46152

PostForum: E-Conference on Tall Buildings   Posted: Sat Nov 24, 2012 9:00 am   Subject: Pointed discussions on tall buildings - Use of Flat Slab -co
Dear SEFIans,

To answer the query regarding movement joints raised by Sangeeta, I would like to add the following:

Ideally it’s the best practice to separate the structures of tower from p ...
 
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