CE 540 Module 4.1 Cantilevered concrete dsgn

[@PedroJr1811]

Just finished the lecture. It was one of the best I've seen on retaining walls. So many advanced topics put together.

[@PedroJr1811]

I really thought that the key would be better at the toe, but I never saw nobody else telling it. Thank you for confirming it.

[@dollarbulldog5492]

Thank you Prof. This is excellent as always.

[@geraldberger4477]

Thanks helps to get the best results

[@gordongrover4065]

Doing a good job. Conceptually rich. I would like more video from you.

[@saderick52]

why does Rn provide driving moment? when the wall starts to rotate about the toe, doesn't Rn goes to zero?

[@PedroJr1811]

If I locate the shear key at the toe, should the overturning verification be made considering the base of the key?

[@robertmihalinac]

What are tiedowns?

[@ibsituabdalla2854]

Good

[@NapalmNewt]

My brain. It grows

[@Cruner62]

Be careful forgetting stuff is a sure sign of problems