×
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

Slab to Column Moment Transfer Load Path

Slab to Column Moment Transfer Load Path

Slab to Column Moment Transfer Load Path

(OP)
For two-way flat plate construction, thread thread726-155029 discussed the amount of unbalanced moment that is transferred by flexure from the slab to the column.  That is clear.  What is unclear, however, is the exact load path by which the moment transferred by flexure from slab to column takes.  For an interior column, for example, the slab flexural bars are located at the top of the slab and are continuous through the joint.  How does the tensile moment developed in these bars get resisted by the column?  I am unclear by the load path.  Please clarify.
Thanks

RE: Slab to Column Moment Transfer Load Path

Imagine a vertical truss inside the column with the slab rebar pulling at a panel point and the concrete pushing on another panel point.

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