×
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

curved beams
2

curved beams

curved beams

(OP)
Hello gentlemen
i have a question
i have faced a problem with this curved beam in my graduation project
the shear+torsion forces exceed limits" that's what etabs keep saying
any one have an idea to solve this problem ?

RE: curved beams

Check by hand. Probably the shear and torsion do exceed limits.

RE: curved beams

(OP)
i did check by hand and it's exceeding limits
but i don't what to do ! should i change the section from concrete to composed or is there any other solution ?

RE: curved beams

You need to provide more information about the structure, the spans and loads.

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