Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations SDETERS on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Lapping Zone For Shear Walls 1

Status
Not open for further replies.

McKurd

Civil/Environmental
Apr 2, 2014
2
Hello All,

Is there a restriction on lapping zone for Shear Wall in Multi Story Building? For example, can overlap starts from 50cm above the floor?

Thank you!
 
Replies continue below

Recommended for you

McKurd said:
For example, can overlap starts from 50cm above the floor?

In general, I feel that would be fine. The only reason that lapping normally starts at floor level is because it's usually expedient to rest the upper bars on the floor below. If you've got cause to lap someplace else, go nuts. The only caveat that I can think of is the usual one: high seismic design. Sometimes you don't want your laps to occur within the wall's flexural plastic hinge zone.
 
KootK said:
Sometimes you don't want your laps to occur within the wall's flexural plastic hinge zone.
This is usually the biggest issue I think because you can get very long bars. Especially because this limits the use of factory produced reinforcement mesh.
It should still be fine I think if the seismic detailing area is increased by this lap length. I might be wrong on this one though.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor