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Author Message
  Topic: Purlin design
mangeshb

Replies: 0
Views: 3964

PostForum: Past Discussions Year 2004   Posted: Mon Dec 13, 2004 10:17 am   Subject: Purlin design
Hi all,
i am urgent need of help on "Purlin as a built system and designed as
open system".
Pls any info is welcomed.
Thanking you,

Regards
Mangesh Bawankar
M/s Design Excellence (I) pvt. L ...
  Topic: Daily Digest Sat Dec 11 23:00:03 2004
mangeshb

Replies: 2
Views: 4524

PostForum: Past Discussions Year 2004   Posted: Mon Dec 13, 2004 10:01 am   Subject: Daily Digest Sat Dec 11 23:00:03 2004
Hi all,
i am urgent need of help on "Purlin as a built system and designed as
open system".
Pls any info is welcomed.
Thanking you,

Regards
Mangesh Bawankar
M/s Design Excellence (I) pvt. L ...
  Topic: Doubt in Seismic Design
mangeshb

Replies: 3
Views: 2119

PostForum: Past Discussions Year 2004   Posted: Sat Oct 30, 2004 12:02 pm   Subject: Doubt in Seismic Design
Dear friend,
as per your mail, i think that is on the ground floor And hence
whatever is on the ground that won't come into seismic analysis due to
support on the ground.
I think well known professor ...
  Topic: Information on FSI of different cities of Inida required
mangeshb

Replies: 0
Views: 1327

PostForum: Past Discussions Year 2004   Posted: Wed Oct 20, 2004 1:21 pm   Subject: Information on FSI of different cities of Inida required
FSI - Floor Space Index

Posted via Email
  Topic: design of L-COLUMN
mangeshb

Replies: 3
Views: 2334

PostForum: Past Discussions Year 2004   Posted: Mon Oct 18, 2004 3:47 am   Subject: design of L-COLUMN
Hello sefians,
i am supposed to work out the design of L-column due to architectural
requirement.
I am in urgent need of Help on this topic.
Any information or suggestion will really prove benificial, ...
  Topic: Torsional Analysis
mangeshb

Replies: 8
Views: 4721

PostForum: Past Discussions Year 2004   Posted: Fri Oct 01, 2004 4:12 pm   Subject: Torsional Analysis
But in the calculation of design eccentricity (edi), as per clause 7.9.1
IS1893 ,
1.5esi+0.05bi
edi= or
esi-0.05bi
whichever cause worse change in shear

in which case second cl. will govern...?

Man ...
  Topic: Torsional Analysis
mangeshb

Replies: 8
Views: 4721

PostForum: Past Discussions Year 2004   Posted: Fri Oct 01, 2004 2:42 pm   Subject: Torsional Analysis
hello Rajiv
i had gone thru ur mail.now i am sending my querry in detail.
I am actually working on One Industrial bldg. for torsional analysis
and design. For that i have referred "explanatory ex ...
  Topic: Torsional Analysis
mangeshb

Replies: 8
Views: 4721

PostForum: Past Discussions Year 2004   Posted: Fri Oct 01, 2004 7:00 am   Subject: Torsional Analysis
Hi ,
i am woking on certain Industrial building for torsional analysis due to
irregular plan and elevation of building and its behaviour in earthquake
condition.
i have referred the "explanatory ...
  Topic: Torsional Analysis
mangeshb

Replies: 8
Views: 4721

PostForum: Past Discussions Year 2004   Posted: Fri Oct 01, 2004 6:58 am   Subject: Torsional Analysis
Hi ,
i am woking on certain Industrial building for torsional analysis due to
irregular plan and elevation of building and its behaviour in earthquake
condition.
i have referred the "explanatory ...
 
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