×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!
  • Students Click Here

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

Jobs

Seismically not compact and Lb/ry > 0.086*E/Fy

Seismically not compact and Lb/ry > 0.086*E/Fy

Seismically not compact and Lb/ry > 0.086*E/Fy

(OP)
Hello guys,

kindly help me about these error message in ETABS 2013 "Section is not Seismically compact" and "Lb/ry > 0.086*E/Fy". my section is okay ignoring these two message but i need to satisfy as per the AISC 341-05 code saying. is there a way resolve these issue or do i need to manipulate some values in the steel design preferences?

thanks,

JC

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!


Resources