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  Topic: Expansion joints for AC corrugated roof

Replies: 2
Views: 2440

PostForum: Past Discussions Year 2005   Posted: Sun May 29, 2005 3:15 pm   Subject: Expansion joints for AC corrugated roof
Dear ShriD.K.Majawadia & Choudary,

Thanks for your reply. I would like to know if any expansion joint sheets as the ones available for semicorrugated sheets is available for corrugated sheets als ...
  Topic: Expansion joints for AC corrugated roof

Replies: 2
Views: 2440

PostForum: Past Discussions Year 2005   Posted: Sun May 22, 2005 7:22 am   Subject: Expansion joints for AC corrugated roof
Dear all,

Iam designing a 30mx300m long Industrial shed with RCC frame work, M.S trusses and AC corrugated sheet roofing. Expansion joints have been given for the RCC frame in superstructure. Does th ...
  Topic: Is this info still accurate?

Replies: 1
Views: 1784

PostForum: Past Discussions Year 2004   Posted: Thu Jul 08, 2004 5:43 pm   Subject: Is this info still accurate?
Quoting nycindia@vsnl.net:


I'm updating my address book. Please take a moment to update
your latest contact information. Your information is stored in
my personal address book ...
  Topic: Unsafe buildings.

Replies: 0
Views: 1520

PostForum: Past Discussions Year 2004   Posted: Fri Jul 02, 2004 6:13 pm   Subject: Unsafe buildings.
Dear Mr Jayant,

I am living Madurai which is Zone II region as far as Earth quakes are concerned. Being a temple city there are several centuries old high rise temple towers which are more than 100' ...
  Topic: Moment connections

Replies: 0
Views: 1557

PostForum: Past Discussions Year 2004   Posted: Wed Feb 18, 2004 5:22 pm   Subject: Moment connections
Dear Sajeesh,

Connections in Steel frames can be 1.simple 2. semi-rigid or 3. fully rigid.

For example if the top flange of the beam member is rigidly connected to the stanchion it tends to develo ...
  Topic: Funding for SEFI

Replies: 0
Views: 1732

PostForum: Past Discussions Year 2004   Posted: Mon Feb 09, 2004 9:52 am   Subject: Funding for SEFI
Dear Fellow Sefians,

To my view any organisation has to be self-sustaining. Hence the idea of subscription is an welcome one. But following points could be considered while the decision is taken.

1. ...
  Topic: Clause 6.3.3 Single Angles in Draft IS:800

Replies: 0
Views: 6274

PostForum: E-Conference 23rd Sept 2003   Posted: Wed Oct 29, 2003 4:59 pm   Subject: Clause 6.3.3 Single Angles in Draft IS:800
Er. S.P.Srinivasan,

Dear Sir,

Clause 6.3.3 seems to be for tearing off of section and not for shear. Since in single angles only one leg is connected either by weld or by bolted joints diagonal t ...
  Topic: Slenderness coefficient - Industrial sheds

Replies: 0
Views: 6151

PostForum: E-Conference 23rd Sept 2003   Posted: Mon Oct 13, 2003 7:05 pm   Subject: Slenderness coefficient - Industrial sheds
Dear fellow Engineers,

I didnot have time to look into each and every aspect of the draft IS 800, I was looking for slenderness coefficients for columns supporting trusses but i could not get it. Th ...
  Topic: Minimum eccentricity - clause 25.4

Replies: 0
Views: 1748

PostForum: Past Discussions Year 2003   Posted: Sun Sep 14, 2003 6:16 am   Subject: Minimum eccentricity - clause 25.4
Dear all,

In case Bi-axial moments are not considered as in plane frame analysis, should individual columns be designed for bi-axial moments considering the minimum eccentricity about minor axis. STA ...
  Topic: SP 64

Replies: 0
Views: 1474

PostForum: Past Discussions Year 2003   Posted: Fri Jun 27, 2003 4:36 pm   Subject: SP 64
Dear Manmohan,

Hardly few months back I received a copy of Explanatory hand book on IS:875 (part III) at my door steps from M/s Jain book agency, Delhi thro internet. You can visit their website:www. ...
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