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CIP Wall Control (Contraction) Joints

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UcfSE

Structural
Dec 27, 2002
2,525
Please see thread592-231626

I'm just looking for some advice or rules of thumb for placing wall control joints in cip concrete walls.
 
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Typical joints I place around 20 to 25 ft depending on wall thickness and reinforcing. I would try to avoid joints over openings, one reason so I wouldn't have a potential plane of differential movement in an EQ directly over a window or door.
 
I usually place control joints in the 25 feet to 30 feet range. Construction joints would then be every other joint or 50 to 60 feet. If it is a exterior retaining wall, I also provide an expansion joint at every 4th joint or 100 to 120 feet.
 
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