Hope you enjoy the video! Please make a note of the comment at 13:26 in the video on the screen. We used y as our variable for the distance from the NA to the point at which we want to evaluate the stress due to some moment M, when we should have used the actual variable x or z. Please don't get confused by this, y is just a variable in our problem, it doesn't mean in the y direction! Let us know down below what you'd like to see next!
What if there's eccentricity on 600kN with y axis, so does that mean there is sigma yy, so that there's 4 component need to added up? Plus how to draw it?
An eccentricity with the lateral loads would cause torsion of the structure, which is not what we're covering in this video. You would never see that in a problem like this most likely.
Hope you enjoy the video! Please make a note of the comment at 13:26 in the video on the screen. We used y as our variable for the distance from the NA to the point at which we want to evaluate the stress due to some moment M, when we should have used the actual variable x or z. Please don't get confused by this, y is just a variable in our problem, it doesn't mean in the y direction!
Let us know down below what you'd like to see next!
Best vid so far on Compound stress. No doubt.
Best video I've seen explaining this concept, THANK YOU!!!!
Great video. Especially the explanation of distribution diagram towards the end. I always get that confused.
Vrutant Kanakia thanks!
Thanks for that explane
Put why (p=-300 kN)
and thanks again
Thank you ☺️ but excuse me I have a question how the p=-300 ? I think it should be p=-1300 or p=1300 compression
What if there's eccentricity on 600kN with y axis, so does that mean there is sigma yy, so that there's 4 component need to added up? Plus how to draw it?
An eccentricity with the lateral loads would cause torsion of the structure, which is not what we're covering in this video. You would never see that in a problem like this most likely.
Thanks for the info..U the best!
cheers man, thanks for the comment!