×
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

ETABS Beam/Column and Joint Shear N/A

ETABS Beam/Column and Joint Shear N/A

ETABS Beam/Column and Joint Shear N/A

(OP)
Good day everyone,
After modelling a 20 stories building I realized that the Beam/Column and Joint Shear are not being checked, instead, it appears "N/A". My columns are defined as Sway Special Frames and all my beams are made of concrete. Can anyone explain me the reason behind this, or give me any tip to look for the root of the problem. I'd sincerely appreciate it.

Thank you.

RE: ETABS Beam/Column and Joint Shear N/A

Can you confirm that the slabs meshing is proper and that columns are connected to the corners of slab elsments and not on their edges or inside them.

Jason McKee
proud R&D Manager of
Cross Section Analysis & Design
Software for the structural design of cross sections
Moment Curvature Analysis
Reifnorcement Design etc.

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