07.2 Combined loading - Part B

[@vengion1379]

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.

[@entréeaj]

Glad I watched this video before my test, I had a problem almost exactly like this and I felt confident about it, thanks.

[@sosoalsabahi3784]

You are an awesome teacher.... You're my hero....

[@mohamedhussain4848]

days like this i remember exactly what I don't show up to my mechanics class, you sir are a genius.

[@5stepshred300]

I have some big time studying to do... great video. Thanks

[@AJ-et3vf]

Incredible take and presentation of the solution to the problem 👍

[@atakan716]

superb explanation :)

[@Flickerflich]

Amazing Content!

[@brianwin5183]

Thank you.

[@vitoroliveira8023]

amazing

[@privatesmoke]

Respect 200%

[@mohsennorozi1771]

😍😍

[@ZINGERS-gt6pc]

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?

[@introductoryengineeringmec9114]

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.