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  Topic: Design of bridge

Replies: 1
Views: 2124

PostForum: Past Discussions Year 2006   Posted: Fri Apr 21, 2006 6:58 pm   Subject: Design of bridge
Dear Pankaj

I have been cut off from sefi since 2 months--please help--im not getting any mail

Vipul Ahuja  

On Wed, 08 Mar 2006 roark[AT]sol... wrote :
[quote]hello mr. kiran
u should reffer BRIDG ...
  Topic: Naive Delhi HC judges on engineers

Replies: 8
Views: 5037

PostForum: Past Discussions Year 2006   Posted: Tue Mar 14, 2006 5:02 pm   Subject: Naive Delhi HC judges on engineers
Dear All

Ref: Indian Express March 13, 2006

An interesting article--forbids consulting engineers in Delhi to work out of their homes--but allows architecs. So far 25% of your house area could have b ...

Replies: 0
Views: 1893

PostForum: Past Discussions Year 2006   Posted: Wed Mar 01, 2006 3:29 pm   Subject: SEISMIC RETROFITTING WORKSHOP-DELHI
Dear All,

This is to inform everyone,a workshop on SIESMIC RETROFITING is to be held in New Delhi. Following is a communication from IASE:

"On behalf of Indian Association of Structural Enginee ...
  Topic: boundary wall

Replies: 0
Views: 1858

PostForum: Past Discussions Year 2005   Posted: Sat Oct 22, 2005 7:27 pm   Subject: boundary wall
Dear All,

I just saw this story on TV that said in J&K there was a bizarre death during the recent earthquake.

A father who first felt the earthquake asked his soon-to-be-wed-daughter to evacuat ...
  Topic: Dynamic analysis of Table top foundation

Replies: 2
Views: 4203

PostForum: Past Discussions Year 2005   Posted: Tue Oct 11, 2005 6:27 pm   Subject: Dynamic analysis of Table top foundation
Dear Bhavin,

We have used dynamic shear mod. of soil approx 30% higher than static value.

I dont see the merit in modelling all elements (including columns & beams) as 3D. When you say top slab, ...
  Topic: Pile and raft foundation

Replies: 16
Views: 8635

PostForum: Past Discussions Year 2005   Posted: Fri Aug 19, 2005 5:07 pm   Subject: Pile and raft foundation
Deasr Mr. Arafath.

I'm not very sure bur i think ductile detailing of pile is adressed to some extent in ACI building code.

However not that the moment at the pile head depends on a multitude of fac ...
  Topic: prob with coated bars

Replies: 0
Views: 6109

PostForum: E-Conference 20th June 2005   Posted: Thu Jul 21, 2005 1:31 am   Subject: prob with coated bars
Let's say we have a coated rebar (assume galvanised) that we field bend and perhaps even weld on site.

Does this kind of working on the rebar (post coating) not rupture the protective layer exposing ...
  Topic: Welding of steel

Replies: 0
Views: 8904

PostForum: E-Conference 20th June 2005   Posted: Thu Jul 21, 2005 12:04 am   Subject: Welding of steel
Dear all,

I want to know-- what is the size of weld deposited on a pair of rebars being welded together in relationship to the weld electrode size. COnsequently what should be the length of lap (is t ...
  Topic: Guaranteed min & Max strength of rebar

Replies: 3
Views: 7749

PostForum: E-Conference 20th June 2005   Posted: Wed Jul 06, 2005 6:36 pm   Subject: Guaranteed min & Max strength of rebar
Dear all,

Back in the 80's in the US,a need felt among structural engineers for weldable "Tor" steel to be available to them that not only had a guaranteed minimum strength but also a maxim ...
  Topic: Message from acpl_sefi

Replies: 0
Views: 1810

PostForum: Past Discussions Year 2005   Posted: Wed Jul 06, 2005 10:29 am   Subject: Message from acpl_sefi
Dear all,

Can someone tell me the precautions to take when welding to existing MS member with a relatively thick galvanizing layer (200 microns).

Vipul Ahuja  

On Tue, 05 Jul 2005 richa_selotThe or ...
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