Cantilever Beam With a UDL

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TutorialsPoint

TutorialsPoint

Күн бұрын

Cantilever Beam With a UDL
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Lecture By: Er. Himanshu Vasishta, Tutorials Point India Private Limited

Пікірлер: 31
@TutorialsPoint_
@TutorialsPoint_ 25 күн бұрын
Watch more Videos on Strength of Materials Here: kzbin.info/aero/PLWPirh4EWFpHse06JObGNlWpSNpsKGpoC&si=08uZAAPXm-YKtgO3
@rajarshigupta1033
@rajarshigupta1033 4 жыл бұрын
SFD is drawn wrong. As joint A will have the upward reaction which will resist the UDL load so you will have the diagram in the +ve direction.
@nidhinbabu6471
@nidhinbabu6471 Жыл бұрын
Thanks bro❤
@ashishyadavf
@ashishyadavf 6 ай бұрын
Yes bro u right ….how these teachers have audacity to upload videos without proper knowledge
@rahulvenkateswaran6699
@rahulvenkateswaran6699 6 жыл бұрын
SFD should be in positive,? Its just a doubt
@myfavouritemovies7740
@myfavouritemovies7740 6 жыл бұрын
yup he made a mistake I guess
@sairajanikhil
@sairajanikhil 6 жыл бұрын
Yes
@HarryIsTheHero
@HarryIsTheHero 6 жыл бұрын
Yes SFD will be positive
@basir1035
@basir1035 5 жыл бұрын
Yes,SFD should be positive
@chintanshah5931
@chintanshah5931 5 жыл бұрын
Yes sfd should be positive
@soccerhubs1435
@soccerhubs1435 6 ай бұрын
What happen when we take x from fixed end?
@msaiprabhanjankumar1281
@msaiprabhanjankumar1281 4 жыл бұрын
When SF is minimum then BM must be maximum and vice versa right ? So how could both of them be zero at end ?
@parag4004
@parag4004 3 жыл бұрын
SF is nothing but slope of BM so if BM=0; SF =0. U confuse with point of contraflexure which is valid only for point loads. But in case of UDL and UVL it is not true. Correct me if I am wrong...
@tanzinwangchu9888
@tanzinwangchu9888 3 жыл бұрын
The Point where BM is maximum SF must be '0' but this is not valid when there is a presence of concentrated moments on the beam.
@mehakgupta7948
@mehakgupta7948 4 жыл бұрын
Sir please tell me.. The bending moment along the length of a Cantilever beam with uniformly distributed load varies non linearly or linearly??
@sandeepchauhan42
@sandeepchauhan42 4 жыл бұрын
It's parabolic as the equation of of bending moment has x^2
@siddharthchoudhary7160
@siddharthchoudhary7160 3 жыл бұрын
Hi mehak gupta ji
@siddharthchoudhary7160
@siddharthchoudhary7160 3 жыл бұрын
How are you
@karannsonik3747
@karannsonik3747 3 жыл бұрын
For udl, load is 300kg and length is 2800mm then what is bending moment with units ..i am confusion.. please help me
@RagaSwaroop
@RagaSwaroop 4 жыл бұрын
Why we use section for calculation?
@anil_kumar_0.7
@anil_kumar_0.7 2 жыл бұрын
SFD DIAGRAM WRONG HAY 😂😂😂 WAAH GURUJI MAAN GAYE 🙇🙇
@Alexkip2
@Alexkip2 2 жыл бұрын
SFD should be positive sir
@himangsubora6963
@himangsubora6963 10 ай бұрын
SF +
@MuhammadQasim-bs9fz
@MuhammadQasim-bs9fz 6 жыл бұрын
sir......... there is a problem in S F D
@gojo1412
@gojo1412 2 жыл бұрын
Wrong SFD
@shreyasskamatagi7971
@shreyasskamatagi7971 3 жыл бұрын
dont draw shear force below bending moment misleading>>>>>>>>>>>>>>>>>
@kwalicks
@kwalicks 4 жыл бұрын
Sir galat padha diye☝️🤗
@satpalpoonia9203
@satpalpoonia9203 3 жыл бұрын
Tuje SFD banana hi nhi aata kya smjha rha h
@hingesaikiran1577
@hingesaikiran1577 3 жыл бұрын
🙄🙄🙄
@ANilChoUdhaRy-qp9rt
@ANilChoUdhaRy-qp9rt 3 жыл бұрын
Galat h SF dia..
@vijaysawant3891
@vijaysawant3891 5 жыл бұрын
Galat hai ye
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