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Re: Min. masonry reinf

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Donn Wooldridge wrote: 
 
>More grouting, more reinforcing !!  The minimum steel percentage is 
based on equivalent solid thickness which increases with the grouting!! < 
 
What is your basis for using "equivalent solid thickness" as the basis for 
minimum reinforcing steel?  UBC minimums are based on a percentage of "gross 
cross-sectional area".  Since the definition for "net area" (at the front of 
the Masonry Chapter of UBC) refers to "gross cross-sectional area minus the 
area of ungrouted cells ...", I would interpret gross cross-sectional area
to 
be the total area within the perimeter of the unit regardless of grouting.