Thank you very much, really helpful at the exam time. You read through so many books and you dont get it, someone explains it to you and it just strikes so thanks once again =)
Very nice. One small slip in the first example. The gradient of the BMD has units N (not N/m). It is actually useful note this as the relationship dM/dx=V allows for quickly drawing SFDs if you have a BMD.
As far as I understand he is saying it is the moment caused by the 1050 N force. If you visualise it you can see the 1050 N force would produce an anticlockwise moment.
Sir, please transfer to Imperial College London. Your teaching skills and excellent but concise explanations make these videos amazingly enjoyable and efficient.
Darrryyyyyy you need to release some more examples pleaseeeee :D:D:d And can you also show you sign conventions as well please. and do a lot more examplessss. I am definitely referring you to my friends :D
Hey, I was just wondering if you could use this to work out the flex in a beam i.e. the radius of a bend. Also, why not take moments about the 2952N force?
Holy shit dude this was fken amazing my teacher doesnt teach shit and we have exams in 2 days this was brilliant and i actually understand shit now thnx man
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Thank you very much, really helpful at the exam time. You read through so many books and you dont get it, someone explains it to you and it just strikes so thanks once again =)
Assuming that you are a teacher, I must say your students are very lucky. These subjects seemed so difficult to me back when I was learning them.
thank you sir..I am here to refresh what i study in 80s..Civil Engineer.
4:30 Why are the 1050N included when this FBD only deals with x from 2 to 4.8? And why are the 750N on the right NOT included?
Very nice. One small slip in the first example. The gradient of the BMD has units N (not N/m). It is actually useful note this as the relationship dM/dx=V allows for quickly drawing SFDs if you have a BMD.
2m is the distance between the first and second force, 4.8m is the length of the beam.
As far as I understand he is saying it is the moment caused by the 1050 N force. If you visualise it you can see the 1050 N force would produce an anticlockwise moment.
while considering the free body diagram....dont we consider normal reaction due to gravity?
Sir, please transfer to Imperial College London. Your teaching skills and excellent but concise explanations make these videos amazingly enjoyable and efficient.
Darrryyyyyy you need to release some more examples pleaseeeee :D:D:d And can you also show you sign conventions as well please. and do a lot more examplessss. I am definitely referring you to my friends :D
How do we proceed with crossed or angled bars?
Thanks for the amazing explanation!
Hey, I was just wondering if you could use this to work out the flex in a beam i.e. the radius of a bend. Also, why not take moments about the 2952N force?
what do I do when there is a moment on the beam? (my problem has a 15KNm anti clockwise moment placed 13m from the start of the beam.)
are the distances 2m and 4.8 m the distances between the forces?
How would I integrate the bending moment of a load that is not uniformly straight, like a line or other function?
Holy shit dude this was fken amazing
my teacher doesnt teach shit and we have exams in 2 days
this was brilliant and i actually understand shit now
thnx man
same situation in 2017 :)
why did you not include the shear in your FBD for the distributed load?
this was excellent thankyou so much :D !
VERY NICE VIDEO.sir,please upload a video about bending moment diagram of cantilever beam.I am struggling with it.Your help will be appreciated a lot.
please explain how u draw Bending moment diagram frm equations.
thnx .......production engineer
wait--why did you neglect the 750N?
thank you very much!
where did you get 5904 Nm ?
expand out
-2952(x-2)
Gogh
why u r taking the forces on only side. 750N was also there. And why did you multiply 1800 with (X-2), instead of X.
If you assume it's weightless then no.