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RE: Control Joints in a Mat Foundation

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Only returning the favor of your many useful posts over the years.

 

Glad to help and no Guinness necessary.

-gm

 

-----Original Message-----
From: Bill Allen [mailto:T.W.Allen(--nospam--at)cox.net]
Sent: Thursday, October 27, 2005 1:01 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Control Joints in a Mat Foundation

 

Gerard –

 

Thanks for the info.

 

Between this and my last question, I probably owe you a barley-based beverage next time I take risk into my own hands and venture into the Northland.

 

:o)

 

Regards,

 

T. William (Bill) Allen, S.E.

ALLEN DESIGNS

Consulting Structural Engineers

-----Original Message-----
From: Gerard Madden, SE [mailto:gmadden(--nospam--at)maddengine.com]
Sent: Thursday, October 27, 2005 12:39 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Control Joints in a Mat Foundation

 

I use ¼ T myself, but in this case you will have top and bottom reinforcing. I would say that your weakened plane joints should maintain the clear cover requirements and space them on a grid where you have a distance no greater than 12feet in either direction. Probably nothing deeper than 1”.

 

No technical data to support this, the joints are there to minimize shrinkage cracking at the surface. I’m sure someone like Harold will give the 100% correct answer.

 

hth

-gm

 

-----Original Message-----
From: Bill Allen [mailto:T.W.Allen(--nospam--at)cox.net]
Sent: Thursday, October 27, 2005 12:28 PM
To: seaint(--nospam--at)seaint.org
Subject: Control Joints in a Mat Foundation

 

I am working on a project which consists of a single story wood framed building sitting on a mat foundation. The mat is 16” thick.

 

A field question has come up regarding control joints. In a typical slab-on-grade, I specify cuts one third the slab thickness spaced no more that 3T feet where “T” is the slab thickness in inches. These recommendations don’t make a lot of sense for a 16” “slab”.

 

What would be a more appropriate guideline for this situation?

 

TIA,

 

T. William (Bill) Allen, S.E.

ALLEN DESIGNS

Consulting Structural Engineers