Cantilever Beam With a UDL Watch more Videos at www.tutorialsp... Lecture By: Er. Himanshu Vasishta, Tutorials Point India Private Limited
Пікірлер: 31
@TutorialsPoint_25 күн бұрын
Watch more Videos on Strength of Materials Here: kzbin.info/aero/PLWPirh4EWFpHse06JObGNlWpSNpsKGpoC&si=08uZAAPXm-YKtgO3
@rajarshigupta10334 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 Жыл бұрын
Thanks bro❤
@ashishyadavf6 ай бұрын
Yes bro u right ….how these teachers have audacity to upload videos without proper knowledge
@rahulvenkateswaran66996 жыл бұрын
SFD should be in positive,? Its just a doubt
@myfavouritemovies77406 жыл бұрын
yup he made a mistake I guess
@sairajanikhil6 жыл бұрын
Yes
@HarryIsTheHero6 жыл бұрын
Yes SFD will be positive
@basir10355 жыл бұрын
Yes,SFD should be positive
@chintanshah59315 жыл бұрын
Yes sfd should be positive
@soccerhubs14356 ай бұрын
What happen when we take x from fixed end?
@msaiprabhanjankumar12814 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 ?
@parag40043 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...
@tanzinwangchu98883 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.
@mehakgupta79484 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??
@sandeepchauhan424 жыл бұрын
It's parabolic as the equation of of bending moment has x^2
@siddharthchoudhary71603 жыл бұрын
Hi mehak gupta ji
@siddharthchoudhary71603 жыл бұрын
How are you
@karannsonik37473 жыл бұрын
For udl, load is 300kg and length is 2800mm then what is bending moment with units ..i am confusion.. please help me
@RagaSwaroop4 жыл бұрын
Why we use section for calculation?
@anil_kumar_0.72 жыл бұрын
SFD DIAGRAM WRONG HAY 😂😂😂 WAAH GURUJI MAAN GAYE 🙇🙇
@Alexkip22 жыл бұрын
SFD should be positive sir
@himangsubora696310 ай бұрын
SF +
@MuhammadQasim-bs9fz6 жыл бұрын
sir......... there is a problem in S F D
@gojo14122 жыл бұрын
Wrong SFD
@shreyasskamatagi79713 жыл бұрын
dont draw shear force below bending moment misleading>>>>>>>>>>>>>>>>>