Introduction to statically indeterminate problems and the principle of superposition

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This mechanics of materials tutorial introduces the method of superposition and explains how it can be used to solve statically indeterminate problems.

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Thanks for watching, I hope it helps!
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You can't imagine how helpful this video was to me. I've never thought of solving the problems this way.
Thanks a lot!

utkuyucel
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I've taken 2 classes teaching this concept and this video actually made me finally understand it

ThekidsOPfan
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Incredible video, you did in 7.5 mins what took my lecturer 2 hours

capcomonthecob
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I never understood what is principle of superposition.. Thank-you sir... Keep making more problems...

lidyaangelin
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Geez... this was beautifully explained! Definitely the best I could find. Earned a sub with this one.

GringoRequintos
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Shouldnt the sum of forces be Ra + 150kn - Rb? seeing that Rb is in the opposite direction of Ra and the force?

MrJaaaboo
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Thanks for this tutorial! This helped me understand what I did not catch in class. Wish I'd found your video's and website earlier - I now swear by them.

IBSteed
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Sir thank you so much for the tutorial~!

Raniaska
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Great video!
Question: @6:35 Rb*600mm-> why 600? shouldn't it be 200mm? I thought the pressure acts on 200mm and the pulling acts on 400mm... THX!

valentinkiss
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Why does the right section equal 0? I am confused on why when finding the deformation the whole 0.4 + 0.2 isnt used? Anything will help! Thank you!

alejandrogallardo
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Thank you for the video, it helps clarify a lot of things.. Curiously though, why should we use 600mm rather then 600+1.5mm? It seems more logical to consider the entire length of the material after/under deformation rather than the rest length.. Is there any explanation for this?

klemensoeargo
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Where do you create or simulate these problems?

rastonick
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teacher i have a question
What is the importance of the statically indeterminate?

abdullahcivil
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We don't even need the values of the modulus of Elasticity and the cross sectionalrea of the beam. We can have 2 equations for this problem by first using the displacement equation of B with respect A equal zero. Second equation would be just the body diagram of the whole beam. Don't need extra calculations

cesarreategui
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Is the area the same in the first formula and then in the last one?
It should be different, I think

superpeibol
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sum of Fx= 0 should be Ra-150+Rb=0 sir?

adamnickey