×
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

concrete frame design

concrete frame design

concrete frame design

(OP)
Hello
I had designed a 10 stories of a concrete structure with beam , column and chear walls  with ETABS 9.5.0 , then i had designed the same structure with SAP2000 V 14.0.0,
i had used de eurocode to design the beams and the columns.
but my question is why SAP2000 had given me a very large section rebar area  in columns?, but ETABS had given me a logical rebar sections of the columns.
is there anay somme one who can chek my models and tel me where is the mistake ?
 

RE: concrete frame design

kabitchovitch

before we help you check your model, can you report the forces obtained from either model?

that is surely where the differences come from.

respects
ijr

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