www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log in to websiteLog in to websiteLog in to websiteLog in to forum 
Warning: Make sure you scan the downloaded attachment with updated antivirus tools  before opening them. They may contain viruses.
Use online scanners
here and here to upload downloaded attachment to check for safety.

Search found 52 matches
www.sefindia.org Forum Index
Author Message
  Topic: Beam Torsion in ETABS
Rajiv

Replies: 30
Views: 35729

PostForum: SEFI General Discussion   Posted: Sat Mar 09, 2013 5:01 am   Subject: ETABS Beam Design issues
Dear Mr. Agarwal:

Could you please tell us the basis of your statement that ETABS design is not satisfactory ? We may perhaps learn something from this.

regards

Rajiv
  Topic: Beam Torsion in ETABS
Rajiv

Replies: 30
Views: 35729

PostForum: SEFI General Discussion   Posted: Sat Mar 09, 2013 4:57 am   Subject: Beam Torsion issue in ETABS
Dear Vijay and Abhishek:

It is not advisable to have a very low value of property modifier. This may create numerical issues. If you wish to reduce torsion in beams then you can have a value of to ...
  Topic: Effective length of steel column
Rajiv

Replies: 33
Views: 28689

PostForum: SEFI General Discussion   Posted: Mon Dec 24, 2012 11:51 am   Subject: Effective Length issues
Dear Colleagues:

Actually IS:456 reequires that we do second order analysis by default and in case we are not doing it then one can use Wood's charts. Please read clause 39.7 once again and see fi ...
  Topic: SAP 2000/ Help needed on Lateral Pressure Loads
Rajiv

Replies: 3
Views: 4052

PostForum: SEFI General Discussion   Posted: Tue Sep 18, 2012 11:19 pm   Subject: SAP2000 and loading on Shell elements
Hi:

You need to see the manual once again where it is written clearly how the sign is used. Loadings being applied towards interior of element and away from the element have different signs. If yo ...
  Topic: SAP 2000/ Help needed on Lateral Pressure Loads
Rajiv

Replies: 3
Views: 4052

PostForum: SEFI General Discussion   Posted: Tue Sep 18, 2012 4:18 am   Subject: SAP2000 issues
Hello :

We suggest that read Analysis Reference manual which is available in SAP2000\Manuals folder. You need to read and understand Shell element chapter clearly to know the difference in faces a ...
  Topic: SAFE Help
Rajiv

Replies: 7
Views: 8014

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Mon Aug 27, 2012 6:27 am   Subject: SAFE Software issues
Dear Colleagues:

Multimedia tutorials can be download and using Windows Media Player you can view these. No other thing is needed.

regards

Rajiv
  Topic: SAFE Help
Rajiv

Replies: 7
Views: 8014

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Mon Aug 27, 2012 4:22 am   Subject: SAFE Tutorials
Dear All:

SAFE software DVD comes with many multimedia tutorial movies and you can download these from our web page http://www.csiberkeley.com/safe/watch-and-learn#page=page-1 too.

SAFE is ext ...
  Topic: Analysis of T shaped columns
Rajiv

Replies: 7
Views: 4281

PostForum: SEFI General Discussion   Posted: Sun Aug 05, 2012 2:29 am   Subject: T Shape Column Design
Hi Poonam:

There are several ways of designing T/L/X/Y shape columns.

1. Develop your own program for designing T/L/X/Y shape columns.

2. Use Section designer available with ETABS program. ...
  Topic: REDUCIBLE LIVE LOAD IN ETABS
Rajiv

Replies: 33
Views: 24234

PostForum: SEFI General Discussion   Posted: Tue Dec 13, 2011 4:15 am   Subject: Reduced Live load reduction in ETABS
Dear Suresh:

No it is NOT true. ETABS does live load reduction in accordance with IS code. We have been using it for a number of years.

regards

Rajiv
  Topic: REDUCIBLE LIVE LOAD IN ETABS
Rajiv

Replies: 33
Views: 24234

PostForum: SEFI General Discussion   Posted: Fri Dec 09, 2011 5:14 am   Subject: ETABS issues
Dear Suresh:

Usually our registered users receive a very fast response from our end and in that we give a thorough explanation on how the software works. At the same time you can't generalise the ...
 
Page 1 of 6 Goto page 1, 2, 3, 4, 5, 6  Next
All times are GMT
Jump to:  


© 2003, 2008 SEFINDIA, Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service. advertisement policy