Cantilever Beam With a Gradually Varying Load

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

[@TutorialsPoint_]

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[@sairam96542]

Shear force is positive . Reaction vertical force at A is upward equivalent to total downward load due to UVL so SFD comes as positive .

[@shahlalhashmi]

correct

[@mathanmiashatsang1121]

SF Diagram is wrong!!!! Sf should be taken positive (sign convention). Rest is good

[@sbiswas1052]

Sir why you take negative sign for shear force while force acting right downward?

[@vivekgupta4620]

Agar downward force left jata to SFD kya hota positive ya negative

[@shreeharshastp9824]

Sir u r not telling in detail , u r skipping some steps and writing the values directly , simplify each and every step and explain Don't bother about length of video , just focus on how to make learners understand clearly

[@falcon5860]

Clear explanation. Thanks alot ❤️

[@AmandeepSingh-zi8np]

Shear force will be postive

[@Arsiddique.RPM.doctor]

Nice video sir Sir cantilever beam length 4 meter or 10 meter length cantilever beam How many anchorage length LD fixed end Cantilever beam development length Explain please reply me

[@StraitsToBank]

Shear force diagram is wrong

[@aashiralinajmi]

Why did you take negative sign of moment at point A

[@Ufo666t]

Thnq so much sir for this vdo🙏

[@coldtech2955]

Sir Does all your classes on som is gate oriented or not? Will these classes help for my gate preparation?

[@amanraj5664]

Tnqs Sir.... U made it look simple

[@felixonyango8049]

Sir the sfd is a little confussing

[@samratdas6988]

Sir can you explain that the area of any figure is the total load acting on the beam.

[@mdasifasif8587]

Yes shear force at the section xx..will be positive

[@im_basitali]

Exactly

[@prateek3068]

Sfd is wrong sir...

[@arindamkumarmandal9277]

Please correct the shear force diagram, it should be positive.

[@ABHISHEKSHARMA-dr1uf]

nope. it will be negative. Force acting upward from right of X-X

[@ankitsaini3253]

Nice one video

[@sivatejaaddala6186]

CAN ANYONE HERE SAY PRACTICAL EXAMPLE OF UVL............point load means my finger tip on beam.........udl means my fist on the beam applying force which distributes load to a certain distance...................or simply saying..........................................in point load case we unfasten a bolt with spanner.....if we need to apply udl on the bolt we insert a pipe on to it............................................................now what is UVL?

[@sammididinesh6058]

A best example can be a lorry travelling on a bridge.....because it varies its load while traveling on bridge

[@sivatejaaddala6186]

@@sammididinesh6058 really?i guess practically lorry will be loaded once and travel with same weight upto its unloading point.in bridge,we will not unload it naa

[@hariprasadmohan1259]

Why center of gravity will be act on the bending moment stage

[@shravaniahire9701]

Can anyone share playlist please

[@kumargauraw9653]

Shear force is wrong ( s.f. is positive)

[@shrijithsuresh566]

How it is positive?

[@subhashreesubhadarsini3398]

Sir SF at A will be positive

[@Manoj-zu7rh]

🥰🥰

[@dipakgorai9780]

How SF at a becomes wlby2 where it should be wl^2 by 2 Apne hi likha hai

[@koustavroy9210]

SFD positive hoga..

[@ABHISHEKSHARMA-dr1uf]

I was here to know Why BMD here is Force × x/3 ? Aaaand he gave perfect answer to my doubt :- * Because it is a triangle* . This person just reads from book in videos and never really explains. 👎

[@marcustachang9717]

Why x/3. In the first bending moment.

[@Assam-bt1dl]

Cuz the load will act through the CG of the section , and cg of triangular section lies at h/3 from base

[@sarthakgupta591]

@@Assam-bt1dl 2x/3 se multiply karengay

[@hariprasadmohan1259]

@@Assam-bt1dl Why CG of the section is consider on the bending moment?

[@Assam-bt1dl]

@@hariprasadmohan1259 kyun ki self weight cg k through he act karta hai

[@vineetuniyal9615]

@@sarthakgupta591 ni bhai 1/3 se multiply karenge Agar free end pe uvl lga ho aur vha se gradually decrease ho rha ho fixed end tak tab 2/3 se multiply karengy.

[@ahmadalikhan5891]

So Thanx sir,,,, Helpfullll

[@piyusholivkar7281]

Better than any other

[@engineeringtutorials184]

the SF is positive sir you have to draw above the beam line

[@debojitmandal8670]

Thank you sir

[@Pr3kashSingh]

Thanks sir 🙏

[@rajatgupta8356]

Its Wrong....

[@RahulDas-yd4xo]

Shear force is positive..SFD is wrong

[@BHASKARZ]

Sf diagram is wrong siiiiiiiiir

[@CvEnlightenIndia]

shear force will be +ve sir, ........

[@GaneshShegar]

First off all BMD comes after SFD . ... Examiner will give 0 if we draw 1st BMD and then SFD

[@ankithpadella435]

You just have a shitty teacher who doesn't give value to knowledge gained rather looks at only marks

[@sonaynaveen4916]

Poor explanation

[@yekaisehogaa]

Sfd positive