www.www.buonovino.com

[sdec.in]

dear smitpl go thru the codal provisions of 1893..will u be working on a
software like staad or strap?pl spell out ur specific queries as it is not
可以给你的所有技巧SEFI . . pl给你半岛软件下载r contact details and see
if u can meet the nearest friend willing to help u..u r welcome to raise
specific problems wrt to clause numbers...
sangeeta
----- Original Message -----
Message From
To:
Sent: Tuesday, November 22, 2005 1:31 PM
Subject: [SEFI]

[sdec.in]

yes, so are the power plants and electrical utilities bcos we depend heavily
on electricity/comm lines for all post disaster relief work..
sangeeta
----- Original Message -----
Message From
To:
Sent: Friday, November 25, 2005 6:56 AM
Subject:
Campaign 1897

[quote]Dear All,

I tend to agree with Alok on this issue.

Worldwide the developed countries have developed procedures for
mandatory studies to conduct safety inspection reports of bridges and
earth
dams
as they are quite vulnerable in a seismic event. These are essential
lifelines just like
lifeline buildings which deserve their justified importance.

V.P.Agarwal

Posted via Email

[sdec.in]

Dear Mr Tirupathi,
If u dont mind, can u pl elaborate what exactly is ur concept of a good
detailing?? and as to how u will prevent it frm being a part of moment
resistant frame after such a good detailing has been done??How can u detail
it to avoid heavy torsion being created in such a case? It is allright if u
defend this concept to reconcile some architect friends or some non
technical clients (who claim to know better engineers who can deliver
solutions to all the problems)...but the fact is that such columns are
normally added at a much later stage in the superstructure after the
foundations and columns have been cast...mostly the machine room and mumty/
Overhead tank supporting structure details are never worked out by the
architects till this stage...dont you agree that it is always a compromise
and not a sound str solution to agree to provide floating columns??I've also
checked a society where,, the architect added penthouses on top floors and
altered the str system quite substantially and added floating
columns..almost after half the bldg had already come up....in such a case it
was a designers nightmare to transfer even the gravity loads
correctly..leave alone the horizontal forces.
regards
sangeeta wij

Posted via Email