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How to Calculate Reactions of a Simply Supported Beam with a Uniformly Distributed Load (UDL) 

Eurocoded
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25 окт 2024

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Комментарии : 67   
@sidneylukachinney5905
@sidneylukachinney5905 4 года назад
youve helped me more than you can ever know, and for that i am truly grateful
@Eurocoded
@Eurocoded 4 года назад
I am really glad to hear and you are most welcome.
@ernestmichael854
@ernestmichael854 2 года назад
Same here,we having test I just came to your channel and everything I now understand
@lalithakamala4872
@lalithakamala4872 10 месяцев назад
Same here😂
@Playground_Paradise_Gaming
@Playground_Paradise_Gaming 2 года назад
I am taking a structural engineering class and I haven't touched the material in 3 years. Your video was very informative and simple to follow. Thank you so much!!!
@Eurocoded
@Eurocoded 2 года назад
Glad it was helpful!
@brianmorrison9168
@brianmorrison9168 3 года назад
Takes me back over 40 years, to my first Theory of Structures lecture at University. I wish we had RU-vid then
@Eurocoded
@Eurocoded 3 года назад
😃 RU-vid pushed learning to a different level.
@Magor108
@Magor108 3 года назад
Perfect to the point with great example to easily get reminded of old school concept. Thanks for your time!
@Eurocoded
@Eurocoded 3 года назад
Really glad to hear.
@mohammadabubakar7993
@mohammadabubakar7993 3 года назад
Sir,, you are really great teacher, Your every video can Learn to from beginning,, greatfull.
@Eurocoded
@Eurocoded 3 года назад
Really glad to hear. Thank you.
@noticedbymany3955
@noticedbymany3955 Год назад
Thanks good video! Easy to understand and straight to the point! :)
@Eurocoded
@Eurocoded Год назад
Glad you found it useful
@gladys5753
@gladys5753 3 года назад
Well understood,Ra could also be found by equating sum of upward forces to be equal to the sum of downward forces.after finding Rb
@ibnumubarokeib
@ibnumubarokeib 4 года назад
this vid was 1 years ago.. before, i dont really understand this even i learn more than 1 month. or +- 32hours. but your vid make me understand about this just teen minuts.. oh my god... is this coincident ?, thanks man....,,
@ibnumubarokeib
@ibnumubarokeib 4 года назад
oh one more.. maybe at that time, i learn how to make the result become zero.. hahaha.. sorry about my english..
@Eurocoded
@Eurocoded 4 года назад
tujuhtujuh well done 👏🏻 keep learning 😀
@rocksbyrandy
@rocksbyrandy 4 года назад
I appreciate you trying to suppress the pen sound. It was quite distracting and made some of the previous videos, however good, rather difficult to watch. Keep up the good work!
@Eurocoded
@Eurocoded 4 года назад
randy Mitchell 🙏🏻
@Nadee300
@Nadee300 4 месяца назад
Good explanation there Sir 👏🙌
@Eurocoded
@Eurocoded 3 месяца назад
Thank you
@adamwood7174
@adamwood7174 4 года назад
Great explanation. Thank you.
@Eurocoded
@Eurocoded 4 года назад
adam WOOD you’re welcome 😀
@engineeringvision
@engineeringvision 3 года назад
Very educational channel
@SatansBaby1
@SatansBaby1 3 года назад
WOW! Great explanation! Thank you! What would be the thickness of the beam in this problem?
@Eurocoded
@Eurocoded 3 года назад
You need to design the size of the beam based on load effects and it varies depending on many factors such as concrete grade, reinforcement....
@asfandyar134
@asfandyar134 Год назад
Sir if it is simply supported beam then why there are hinge and roller supports??
@Eurocoded
@Eurocoded 6 лет назад
Like👍🏻 share 👈🏻 and subscribe 👊🏻
@geromegacrama284
@geromegacrama284 4 года назад
Great explanation🙏🙏
@Eurocoded
@Eurocoded 4 года назад
Thank you.
@cheyvoleak2285
@cheyvoleak2285 2 года назад
i still confus on the anti clock wise the RC should be Negative right teacher ?or negative only require when the Load that put on the beam unbalanced?
@stefaniebabiolakis2724
@stefaniebabiolakis2724 3 года назад
So if the beams are symmetrical about that point in the middle, are their forces always equal?
@Eurocoded
@Eurocoded 3 года назад
Yes, in the case where the loading arrangement is symmetrical and you have only two vertical reactions (simply supported).
@choudharyraman6463
@choudharyraman6463 4 года назад
Thanks you so much I am confused in this topic
@Eurocoded
@Eurocoded 4 года назад
Raman Kumar you’re welcome. Happy to answer any questions.
@rajacharya122
@rajacharya122 3 года назад
derive the maximum bending moment and shear force how come it suppose(wl2/8)
@vijayalwaysloveindians4501
@vijayalwaysloveindians4501 Год назад
What about sign convention sir
@charlesmcguire6498
@charlesmcguire6498 4 года назад
Nice I really appreciate thanks
@Eurocoded
@Eurocoded 4 года назад
Charles McGuire You’re welcome.
@muizmuiz-ko3oc
@muizmuiz-ko3oc 4 месяца назад
semangat buat vid bang❤
@asandankosingiphile7478
@asandankosingiphile7478 Год назад
Could you kindly share the Shear force and bending moment diagrams
@tomtien4259
@tomtien4259 3 года назад
What if you add concentrated moment at C?
@Eurocoded
@Eurocoded 3 года назад
you need to include that moment when you take moments about a point. instead of writing force x lever arm, you write the moment. remember to consider the direction of the moment i.e. clockwise or anti-clockwise.
@barrybandit
@barrybandit 2 года назад
How would you do the same for a tube/hollow beam?
@penboreye2485
@penboreye2485 2 года назад
Thank you 🙏
@Eurocoded
@Eurocoded 2 года назад
You’re welcome
@rameshalle6377
@rameshalle6377 4 года назад
Why line of action of load acting at centroid of UDL?
@Eurocoded
@Eurocoded 4 года назад
Because when you use the area under the force curve to find the equivalent point load's magnitude, the centroid of the area under the force curve is the point of application of that load. This applies to other shapes (ex triangular shape). We can prove this by using integration.
@AbdulSamad-rl5yu
@AbdulSamad-rl5yu 4 года назад
how to find thickness of this beam?
@rajacharya122
@rajacharya122 3 года назад
then sir plesse make this video maximum bending moment of udl load supperted at ssb
@alialsafar7084
@alialsafar7084 5 лет назад
Why is RA and RC moments the whole Span length? Shouldn’t it be RA x 5m because it’s clockwise to counter the 50KN point load?
@Eurocoded
@Eurocoded 5 лет назад
You need to consider the lever arm from the point you take moments. Ex: when you take moments about C, the lever arm is 10m for R_A. I.e. distance from C to A.
@ernestmichael854
@ernestmichael854 2 года назад
Thanks
@Eurocoded
@Eurocoded 2 года назад
You are welcome!
@AdamWatts-or9vg
@AdamWatts-or9vg Год назад
NICE
@delphinalamptey3792
@delphinalamptey3792 2 года назад
Good
@muhammadsyuaib-tm5dd
@muhammadsyuaib-tm5dd 4 месяца назад
hadir dari kvlc ipoh
@johneze8077
@johneze8077 Год назад
I'm definitely failing this course
@Eurocoded
@Eurocoded Год назад
How can I help?
@SleepyCamera-mj3dm
@SleepyCamera-mj3dm 3 месяца назад
Sir please I don't really understand this please
@nusratmustari2301
@nusratmustari2301 4 года назад
not clear
@Eurocoded
@Eurocoded 4 года назад
Nusrat Mustari which part is not clear?
@jenilshah9384
@jenilshah9384 4 года назад
Everything
@b.b.finsclara3589
@b.b.finsclara3589 3 года назад
@@jenilshah9384 I believe one needs to have some engineering schooling knowledge to comprehend this.....i am totally lost.....i would have liked to acquire some understanding...i agree with you Jenil Shah
@muizmuiz-ko3oc
@muizmuiz-ko3oc 4 месяца назад
syamil kacip
@rajacharya122
@rajacharya122 3 года назад
then sir plesse make this video maximum bending moment of udl load supperted at ssb
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