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 1 match
www.sefindia.org Forum Index
Author Message
  Topic: Any suggesting to overcome shear and torsion failure in etabs??
Javed

Replies: 0
Views: 819

PostForum: Evaluate my Model   Posted: Mon Oct 29, 2018 2:11 pm   Subject: Any suggesting to overcome shear and torsion failure in etabs??
This is the existing building in which additional load load has been introduced in the 2 story floor due to which some beam has failed in shear and torsion even if do micro concreting if will increase ...
 
Page 1 of 1
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