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Author Message
  Topic: Calculation of Kz, Ky, Ly and Lz
krane

Replies: 49
Views: 47108

PostForum: SEFI General Discussion   Posted: Sun Jul 22, 2018 6:30 pm   Subject: Calculation of Kz, Ky, Ly and Lz
Well he is not talking about out of plane bending. He is talking about in plane bending (Lz). In gable type frames, low slope up to 1 in 30, ridge point can suitably considered as support point, there ...
  Topic: Earthquake jolts Delhi, adjoining areas
krane

Replies: 25
Views: 9031

PostForum: SEFI General Discussion   Posted: Sun Apr 17, 2016 11:00 am   Subject: Earthquake jolts Delhi, adjoining areas
Agree. In order to bring proper discipline, I always feel professional engineers (PE) certification for each building or structure should be made mandatory similar to USA instead of getting the statut ...
  Topic: Bracing rods in PEB - slenderness
krane

Replies: 45
Views: 32533

PostForum: SEFI General Discussion   Posted: Wed Jun 19, 2013 3:26 pm   Subject: Bracing rods in PEB - slenderness
Dear Mr. Barua,
 
After so many to and fro email on this subject, need is identified to provide some literature on usage of rods in bracing systems...
 
1. AISC steel design guide 7 - Industrial ...
  Topic: Bracing rods in PEB - slenderness
krane

Replies: 45
Views: 32533

PostForum: SEFI General Discussion   Posted: Fri May 24, 2013 8:13 am   Subject: Bracing rods in PEB - slenderness
Dear All,


Rod bracing is the most prevailing solution for structural cross bracing in metal building systems. Because of low weight, simple erection, rod bracing is commonly considered the most ...
  Topic: IS 800-2007 for tall buildings
krane

Replies: 14
Views: 20008

PostForum: E-Conference on Tall Buildings   Posted: Sat Dec 01, 2012 8:24 pm   Subject: IS 800-2007 for tall buildings
Dear Subramanian Sir, Although this code on board, usage of the same is limited and that too with lot relaxation due no economy. This is actually driven by customers when they see uneconomy over old c ...
  Topic: IS 800-2007 for tall buildings
krane

Replies: 14
Views: 20008

PostForum: E-Conference on Tall Buildings   Posted: Sat Dec 01, 2012 10:20 am   Subject: IS 800-2007 for tall buildings
Dear Yogesh Sir, Thank you very much for your detailed reply. I would like to add few more points here...1. Capacity based design may result in more than 20%, because here the capacity is based on ela ...
  Topic: IS 800-2007 for tall buildings
krane

Replies: 14
Views: 20008

PostForum: E-Conference on Tall Buildings   Posted: Thu Nov 29, 2012 5:30 pm   Subject: IS 800-2007 for tall buildings
Dear Shastry Sir, It is quite surprising to note that even after 5 years from code release people are not following or not conversant with the latest code. I also observed many times that customers al ...
  Topic: IS 800-2007 for tall buildings
krane

Replies: 14
Views: 20008

PostForum: E-Conference on Tall Buildings   Posted: Wed Nov 28, 2012 6:17 pm   Subject: IS 800-2007 for tall buildings
Dear Sefians,

Anybody implemented IS 800-2007 code tall steel buildings?

Does the provisions mentioned are adequate to design tall steel buildings?

Do we get any benefit over old code. Ple ...
  Topic: Crane Beams and its Accessories
krane

Replies: 0
Views: 775

PostForum: SEFI General Discussion   Posted: Fri Oct 19, 2012 5:54 am   Subject: Crane Beams and its Accessories
Dear All,

The impact allowance for crane beams mentioned in IS 875 Part II are to be referred while designing the crane beams.

This code talk about ----1. electric overhead cranes and 2. han ...
 
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