Solving for Slope and Deflection using Virtual Work method
Пікірлер: 2
@morismujuni3558 ай бұрын
Thank you so much for the video. My question is; why didn't you include the 100kipft moment (acting at C) while calculating for the M equation (for slope at A in real loading) after sectioning? Thanks
@clintcallender950210 ай бұрын
Question, why you didnt stay on one side, as in going from left to right? Reason for asking when i did so i got a different equation from you, not sure where i went wrong if i did