How to work out the mean shear stress I section beam

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cjdfromclm
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I have completed bending moment and shear force diagrams and have a question asking for the mean shear stress. I know this is worked out using the formula: tau = F/A.

I am unsure of what force to use is it the max shear force on my diagram? My other thought is that it could be an avergae of all the shear force acting along the beam??

Thanks in advance

Chris
 
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Thanks ill go with that :-)