Timber wall shear force between panels

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LMW1993

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Can someone expalin the calculation shown with yellow?

why is the uniform load been taking into consideration twice? 0,5*q_p*b_p+ 2/3*q_p*b_p

I mean the compression from the unfor load 0,5*q_p*b_p is logic but i really dont understand where the 2/3*q_p*b_p comes from. Is it the weight from the walls? because that is not given :S
 

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