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

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

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

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

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

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

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

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

RK-trwo
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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

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

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

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

croixstuart