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
Agreed. Great videos! Is there no part 2 to this video?
you should do an example on castiglianos theorem :)
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
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.
is there any example for H-beams ?
thank you man
thanks great engineer - where is examples prof ?
💪💪💪
do some sample problems pls? :)
No sample problem explained