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Thread: Residential Code Question
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03-06-2012, 04:06 PM #1
Residential Code Question
Are contraction (control) joints required by code for slab on grade construction?
Thanks
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03-06-2012, 10:53 PM #2
Re: Residential Code Question
Department of Redundancy Department
Supreme Emperor of Hyperbole
http://www.FullCircleInspect.com/
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03-07-2012, 03:56 AM #3
Re: Residential Code Question
Gunnar, thanks for answering my question. I guess I need to get my hands on the construction documents. Also, the other houses in the neighborhood of similar design have these joints placed at the designed specifications.
Everything I've read up to this point says they should be used for this type of foundation. Please see the following:
Building code requirements for structural concrete (ACI 318-08) and commentary
By ACI Committee 318, American Concrete Institute, International Organization for Standardization
Building code requirements for structural concrete (ACI 318-08) and commentary - ACI Committee 318, American Concrete Institute, International Organization for Standardization - Google Books
Page 318-370 Section 22.3 Joints
"Contraction or isolation joints shall be provided to divide structural plain concrete members into flexurally discontinuous elements.The size of each element shall be chosen to limit stress caused by restraint to movements from creep, shrinkage, and temperature effects."
And so it clearly states in the code for structural concrete requirements that they are needed in certain situations. There may be some wiggle room in the section just after in Commentary R22.2 Limitations. Not sure here, just looking.
Thanks for your time.
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03-07-2012, 04:49 AM #4
Re: Residential Code Question
Everyone talks about joints. If there's a site out there talking about the construction of slabs, you can be sure they will emphasize using joints in the construction.
How to Build High Quality Slabs on Grade - The Concrete Network
joints in Concrete Slabs
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