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Partially grouted 6" cmu special masonry shearwall 1

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engjg

Structural
Joined
Jan 2, 2015
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I realize atypical but is partially grouted 6" cmu special masonry shearwall permissible per code? (ref. ACI 530-13/IBC-2015)
 
Why wouldn't it be allowed? Is there a certain requirement you are looking at? There is no specific requirement against 6" units in the code that I am aware of, but what may be the limiting factor is the size of the bar that can be used. For a 6" wall that is often a #6 bar which may not satisfy your design forces.
 
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