×
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

Tolerence for Vertical Concrete Wall

Tolerence for Vertical Concrete Wall

Tolerence for Vertical Concrete Wall

(OP)
I'm trying to determine the tolerance level or code requirement (out of plumb)for a vertical concrete block masonry wall.  I know the deflection is 1" in 360", and I believe the tolerence is 1" in 360" also.  Is this correct?

RE: Tolerence for Vertical Concrete Wall

Are you in the U.S.? or other country?

In the U.S. the new ACI 530.1-02 Specification for Masonry Structures has the following:

Section 3.3.G. Site Tolerances

d.  Alignment of columns and walls (bottom vs. top)
..........+/- 1/2 inch (12.7mm) for bearing walls
..........+/- 3/4 inch (19.1mm) for nonbearing walls.

RE: Tolerence for Vertical Concrete Wall

(OP)
Yes, in the U.S.  Thanks for your help.

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