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Masonry Fences or sound walls per 1997 code

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structbear

Structural
Joined
May 5, 2003
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US
I don't know how the IBC requirements on this but per the 1997 code when designing for these type of structures within the equation there is (1+ hx/hr). For this type of structure, what does hx/hr equal to? I have used several different approaches and have not been questioned on this but I would like to hear other approaches.
 
I don't know why but I am seeing 13 replies to my post but can see none.
 
OK my mistake, is there no one out there who can respond to this?
 
what is the procedure in designing a structural steel watertank with more or less 20,000m3 capacity? what is in consideration to arrived an exact thickness of steel plate?
 
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