When using the method to calculate deflection for frames, Why is it that the bending in a beam will be considered for the horizontal displacement, even though the beam doesn't bend horizontally, In all the exemples I've seen they calculate the bending in all columns and and beams no mattter in what direction of dispalcement they are looking for. why is that? thanks
i fw u heavy structurefree, appreciate u bein chill like tha
REAL
Love your videos so much!! My structural analysis final is soon and seriously couldn't do it without you!!!
Agreed. Great videos! Is there no part 2 to this video?
you should do an example on castiglianos theorem :)
thank you man
When using the method to calculate deflection for frames, Why is it that the bending in a beam will be considered for the horizontal displacement, even though the beam doesn't bend horizontally, In all the exemples I've seen they calculate the bending in all columns and and beams no mattter in what direction of dispalcement they are looking for. why is that?
thanks
💪💪💪
thanks great engineer - where is examples prof ?
is there any example for H-beams ?
Would this be the principle behind the Method of Consistent Displacements?
Shane Maxemow No. the method of consistent displacements is another way to call the force method.
do some sample problems pls? :)
No sample problem explained