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castellated beams

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I am looking at some castellated beams as shown below

------------------------
0-0-0-0-0-0-0-0-0-0-0-0-
------------------------

I have analysed them for bending and deflection. I am wondering about shear
response however.
Does anybody have advice or a good reference?
Do I check as per 

         _		
fv = V A y
     -----
      I t
????

David Handy, P.Eng