Correction: 9:14 The expression for Pcr should have Le squared in the denominator, yielding 12.3 kips for Pcr, and 4.39 kips for P.
@syadidshahir802
2 жыл бұрын
Pin this comment, man
@saujanyapoudel8910
6 ай бұрын
To all the fellas watching this cramming before exams all the best 👍
@jasmindizon
2 жыл бұрын
Thank you for your Efforts boss....you helped me alot .... you're much better than my professor....I wish you are my professor
@josephtobi3256
3 жыл бұрын
This saved me, man. Twas more than explanatory. God bless.
@hehexd922
Жыл бұрын
Your content has a quality higher than university lectures fr
@branna8829
5 ай бұрын
here cos my lectureers are next to useless.
@Tuffaha
3 ай бұрын
beautiful video. Great explanation of the differential equation!
@benjamincocio4519
Жыл бұрын
nice explain, i understand everthing. greetings from Chile.
@vilivont4436
3 жыл бұрын
Could you put your lectures as pdf or something in the descriptions section. Love all your lectures.
@wtacademy5091
2 жыл бұрын
Amazing. It would be nice to include Anelastic buckling to be more adecuated to the reality of the structures, thanks!
@bharadwajeddanapudi8507
Жыл бұрын
love the way you enunciate
@asdjefndk1
Жыл бұрын
best speech I've ever seen.
@fr34k31
9 ай бұрын
Correctiont at 7:26 the effective length should be l/✓2 instead of 0.7 L cause in general formula of Effective length it should be with Pi so convert 20.19 into approximation of (2pi)^2
@TheAsterix909
2 жыл бұрын
Very informative and easy to understand. Can you tell which software you use for making videos?
@first2blast
4 ай бұрын
Hello thank you. Just notice the Le in the Pcr equation is missing a square. Much appreciated 😊
@sijopaulose9344
3 жыл бұрын
Thanku sir helped in my suplimentary exam
@ayushchoubey635
7 ай бұрын
Many thanks
@Szhihihihihihi
8 ай бұрын
Thanks !
@mahfuzrayhan480
3 жыл бұрын
Loved this.
@022shubhamkadam4
4 ай бұрын
thank you
@jovencantada9572
Жыл бұрын
well explained!
@asdjefndk1
Жыл бұрын
Informative effectiveness
@benwilliams818
3 жыл бұрын
I have a question that I could do with help on: "It is desirable to know the length of column which will first buckle at a load which causes the material to reach its yield stress given that the member is a 10mm square section. The youngs modulus is 215GN/m^2 and its yeild stress is 250MN/m^2. At what length is citerion satisfied? (fixed - free condition)
@LessBoringLectures
3 жыл бұрын
If force over area causes an axial stress equal to the yield strength, the column will yield. Solve for F. Substitute that F as the critical load in Euler's Formula with the effective length of a fixed-free end. Solve for L.
@memesbrain
Жыл бұрын
thanks a lot
@skusaid8512
Жыл бұрын
Thx ✨✨ champ ✨👍🏻
@SunilSundar
Жыл бұрын
Is there a way to predict the buckling behavior of the compression side wall of a thin walled beam in pure bending or transverse loading? thanks
@alexladaga163
2 жыл бұрын
nice video!
@sunny-dx3ve
Жыл бұрын
I am confused on why tan(aL) = aL, aL = 4.4934, where did the 4.4934 come from?
@nicku33
3 жыл бұрын
These are amazingly well done ! What prepararion do you do before recording the drawing part ?
@LessBoringLectures
3 жыл бұрын
Thanks! The drawings don't have a lot of preparation. They're just edited later to be sped up.
@KP-us4by
3 жыл бұрын
Can you plz explain when we use recommended and therotical value??????
@munawaralisardar6304
2 жыл бұрын
Cool one
@ShadhenMia-qo4xe
4 ай бұрын
❤❤❤
@Yhappp
5 ай бұрын
Im a sophmore construction management student at what grade level do you structural engineers learn this?
@franciscotejada1736
2 жыл бұрын
Why did you not use the parallel axis theorem for the top and bottom parts of the I beam?
@charlizecarlos3643
9 ай бұрын
Why didnt u use parallel axis theorem for the top and bottom flange
@oRawStormz
Жыл бұрын
hey, how would actually use the elastic wave equation to see what the deflection y would be at any point?
@ayushchoubey635
7 ай бұрын
Someone pin a medal on this guy
@RamKumar-pw3rw
2 жыл бұрын
Is it possible to find out lateral deflection at centre?
@rameshsathyaramesh5249
2 жыл бұрын
sir i need your help regarding above buckling subject,i am coffee processing machinery manufacturer in india ,i fabricated one coffee storage rectangle silo for our client with 12 no colum of 200mm i section length 2.5 meeter ,and abobe on this colum there is approximatly 30'length x 20' width x 19' hight coffee storage silo mounted (aproximatly it store 250 tonne of Raw coffee) , which is not filled yet before filling i have to check about bickling please help me ,i wll send drawing if you share mail id
@ulvitaghiyev1455
Жыл бұрын
where did u get 12in/7ft ?
@boizzzzzzzzz
Жыл бұрын
What app do you use to write bro?
@kebabonyejohn8901
2 жыл бұрын
Hello, where can I get your notes?
@JohnsBrownEyes
3 жыл бұрын
in the example at the end, I am not getting the same result. my Pcr is around 7900 instead of 49 kips.... i am using the exact same formula and values, so am i doing something wrong?
@LessBoringLectures
3 жыл бұрын
Thanks! I've added and pinned a correction comment.
@sazabaxtear1583
2 жыл бұрын
the (le) must be squared
@internalinjectiontrulyhere6182
2 жыл бұрын
Column bust,note
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5 ай бұрын
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