Mechanics of Materials: Lesson 65 - Slope and Deflection Tricks and Tips to Reduce Errors!

[@aybaws]

I love how you call imperial units ''freedom units".

[@matthewyount7225]

I have my final for this class tomorrow. You just made this so simple! Thank you so much for your help!

[@Fahdaboelnasr]

I love you so much Dr Jeff

[@AceTheDragon]

My mind has been blown because I have never thought about doing this. I'm gonna use these tricks for my final!

[@taongakaluba9520]

You're simply the best sir

[@manuboker1]

Wonderful solids lessons!! really taking the time to explain the problems along with a good sense of humor :))

[@anthonysilumelume5763]

Why not resolving the forces on the beam. The support reactions at the fixed position

[@aljoker3053]

Sir solve this please :
. A horizontal beam, simply supported at its ends, carries a load which varies uniformly from 15 kN/m
at one end to 60 kN/m at the other. Estimate the central deflection if the span is 7 m, the section 450mm deep and the
maximum bending stress 100MN/m2. E = 210GN/m²

[@henra2244]

♾

[@7khon731]

you're the goat mr. hanson

[@DanielDiGiovannantonio]

Is there any way you could make a Castigliano's Metod video, please?

[@yashovardhankothari2457]

I turned away cause I was an amateur

[@NickBartlett-ud8en]

Can you do a video of deflection of beams in a statically indeterminate problem

[@RK-tr7wo]

Mind blowing tips sir !! You're the best !!

[@reg-131m.harshavardhan4]

U r d best professor

[@bassant2127]

i love you man

[@roberthernandez5029]

Took my final a week ago but here I am still watching this

[@faxmac]

Mr. Hanson you are the patron saint of engineering. We all love you. You've saved my whole class.

[@LindoNgubane-vj5iy]

Yhoo😮