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  1. L

    Timber wall shear force between panels

    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...
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