×
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

Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs

Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs

Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs

(OP)
In Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs and column bases without shear reinforcement


σcp = (σcy + σcz)/2
where
σcy, σcz are the normal concrete stresses in the critical section in y- and zdirections
(MPa, positive if compression):

Here my question is , how to find the above values , if a concentrated load is acting over a slab?.
Is theire any Table in Eurocode to get these values?.

Kindly Answer as soon as possible....

Now Your Turn!

RE: Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs

RE: Eurocode 2 : Deesign of Concrete Structures Clause 6.4.4 Punching shear resistance of slabs

Are they not given further down in the code as N.Ed.y/A.cy and N.Ed.z/A.c with compression being positive?

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