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
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