This was incredibly informative and helpful. Also your way of solution was very clear and easy to understand and also memorize. Thank you for this perfect video.
Why don't you do equal and opposite internal loading? You say Vy = -dir, but isn't there an equal and opposite force? And so isn't the shear due to Vy in the positive y direction?
There are equal and opposite reaction forces and moments balancing the applied loads, but in my diagram, they occur at the base of the post and are not shown.
This was incredibly informative and helpful. Also your way of solution was very clear and easy to understand and also memorize. Thank you for this perfect video.
days like this i remember exactly what I don't show up to my mechanics class, you sir are a genius.
Glad I watched this video before my test, I had a problem almost exactly like this and I felt confident about it, thanks.
You are an awesome teacher.... You're my hero....
I have some big time studying to do... great video. Thanks
Incredible take and presentation of the solution to the problem 👍
superb explanation :)
Amazing Content!
amazing
Thank you.
Respect 200%
😍😍
Why don't you do equal and opposite internal loading? You say Vy = -dir, but isn't there an equal and opposite force? And so isn't the shear due to Vy in the positive y direction?
There are equal and opposite reaction forces and moments balancing the applied loads, but in my diagram, they occur at the base of the post and are not shown.