CEEN 341 - Lecture 13 - Induced Stresses from Point and Line Loads

[@zinash5mashie993]

I am studying for my PE and I am glad to get your video it is great , helpful explanation. But , Always after the video , I am jealous to your student , who get a chance to instructed all the soil courses.

[@stooncol619]

this was very informative. thank you from Egypt

[@rayoaklight]

Hey doc i watch 8 passengers too.. and huge fan of you lectures. Thanks

[@Sherwaneng]

Thanks for your time to give this useful lecture

[@ravipratap5811]

What a concept sir you have it's really nice

[@iaincrawford5472]

Great Lecture!

[@michaeladams2878]

Loved the lecture, thanks, but I had a really hard time with the blurred graphics. Hard to read equations, tiny exponents!

[@GustavoSilva-sr4pi]

thank you

[@thuthukanithalente1043]

Greetings Dr, I have a question regarding an example in 34:33 if one was to compute the surcharge such as the given 2000lb/ft2, say for an example the surcharge imposed by the Circular concrete reservoir, which methods would you use to come up with such a load?

[@juzair6669]

you are a fucking legend

[@tatianachumak1462]

Thank you so much

[@MacCionnaith]

Fantastiche

[@SAMk-qc3mp]

Sir I am fan of you, can I do phD under the guidance of you

[@michaelmolter8828]

Can you just break a non point load square footing into a grid of point loads then? Say a 4’x4’x16” footing is applying 40,000 lb to the soil. Could you say instead you have a grid of 9x9=81 point loads applying 491 lb each?

[@michaelmolter8828]

Ah, yes. The answer is at 25:15. If just do it numerically in Python/Excel.

[@EienDulce]

Thank professor!! Could you recommend me a complementary book?

[@inzimamurrehman7997]

great

[@supunfernando5893]

thankyou sir

[@aliabdulrazaq512]

I LIKE ZERO dislike.