Cantilever Beam carrying UVL | Lec-33

This Lecture includes how to solve Uniformly Varying Load acting on a Cantilever beam whose intensity is minimum at the free end and maximum at the Fixed Support.
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[@kanhaisharmaacademy3444]

sir u teach fabulous.thank u sir.u make the things very easy

[@mynulislam5163]

i am really impessed. I am really impressed

[@sid3909]

A cantilever beam AB Of length L and fixed at A and free at B.The load of uvl started at support A toB .Draw the S.f and B.m.

[@Harsh-yj9ly]

Sir good explanation

[@asianworld]

Dear khurmi shows negative SF diagram in VDL and UDL case, but your SF diagram is positive.

[@SuarahsAi]

Sf diagram is from increasing to decreasing load ie from 4 to 0
So it will be negative and the Bm diagram is trying to diverge the beam so it will be negative of three degree

[@maruthisailingampalli6192]

Sir can you provide more number of different models of beams which are most confusing to solve and were asked in any competitive exams

[@crazyrafi291]

How do we calculate the maximum deflection at the end point of cantilever beam , having point load of 800 psi at the edge and uniform load of 20 psi

[@suryagowda7860]

literally amazing one 👍👍

[@ratulsaha3420]

Please start foundation engineering.. I'm finding it quite difficult... Thank you for your efforts on every subject u have tought...

[@nalorin]

Title in English but video in f***ing Hindi.... Good Lord, why can't you guys ever be consistent? Videos like this, where the audio language doesn't match the title language is a thorn in the ass for anyone looking for help with stuff like this!

[@kiche_allan]

Have a cat in 6 hrs time......and now here

[@AjayRao87]

Can you do the cantilever beam with loading increase from from the free end

[@karngariba9837]

Thang U sir 😊
Easy Instructions

[@ratulsaha3420]

X supposed to be half of the length right??

[@balasubramanem1000]

Very very super success success success in

[@kranthi4585]

Thanks man 🧡🧡🧡

[@kewal1710]

A cantilever beam 4 m long carries a gradually varying load, zero at the free end to 3 kN/m at the fixed end. Draw B.M. and S.F. diagrams for the beam.

[@11221122gamer]

SF should also be negative as the reaction is the counterpart of the laod acting on the beam !

[@sucessstairs6209]

Sir please start slop and deflection topic

[@Durgeshkumar-ip1ls]

Thank you

[@AjeetKumar-hy7cq]

Sir Maine aap se bhoot kuchh sikha hai thank u sir ji.

[@sportsskeleton7059]

Thnx you so much sir jii ❤️👍

[@RHS8185]

Thank you..

[@charshad6642]

sir mera ik qurstion ha ke agai is triangle ka jaha free end ha right side pee agar wo fixed kerdeya jai or jo fixed ha us ko free ker deya jai to tab kase kare ge please sir bata de ap???

[@adarshalagur9148]

Why Bending moment value is negative ?!! At the last.

[@harisanker1000]

how will the beam have negative BM if the beam clearly sags?

[@zepdz195]

Sir aapne BMD nikalte wkt 1by3 and 2by3 likha tha jbki Bby3 and 2Bby3 hota hai please samjhaiye🙏

[@mehandarkumar4986]

Sir cantilever ke kuchh or bhi banaen. UDL UVL point loads sare hon..

[@surbhikadam8383]

Why bending moment diagram is negative

[@tarunrana8733]

Can you please explain the same by considering the the forces from the left of the Cross-section (i.e. from the fixed end)?

[@jexus46]

Tell us about the slope also why it is decreasing

[@omicron6307]

Can u guys upload video for cantilever beam with UVL at free end

[@damandiu5693]

Kyu bending moment Kyu negative hoga? ??pls answer

[@khuzaimanasir8510]

This teacher sucks.....
First you have to understand what is positive bending moment and what is negative.. The usual sign convention is that bending moment is assumed as positive if the bending moment develops compression in upper portion and tension in lower portion of beam..for example in simply supported beam.
and the bending moment is assumed as negative if it develops tension in upper portion and compression in lower portion of beam.. It’s easier to imagine that in cantilever beam, the upper portion gets elongated (in tension) and bottom portion gets shortened (in compression)..hence negative bending moment in cantilever beam.
From quora

[@ImranKhan-qs6st]

B/c effect of the bending moment is hogging.....or you can saY clockwise from the right hand side is negative.

[@Indian-ei3ev]

@@khuzaimanasir8510 bs kar bhai ya tu complicated kr dega usko bhai simple esa phela wla video hogging and sagging Ko bhut acha sa smjya hai USA dekh loo

[@vedu6802]

@@ImranKhan-qs6st ha to bhai shi h na right side bending moment clockwise he to wo hogging shape dega or b.m negetive aa jayega

[@shahchingmanyaphendokhu7969]

Sir tell y we took BM as negative should have told

[@shortsthoughts921]

Sir x and L value is not same

[@abhinavsagave1209]

But what is the equation of shear force you haven't told that

[@exploremindtech882]

Thanks bhai

[@Girgune]

Concave upward hi kaise apply hua lekin?

[@animeshkumarjha6896]

BMD at poin a should be -4/3 na?

[@kks9502]

Link kidar hai app ka jiska promotion kiya aapne. Description me toh nhi hai

[@maheroshviqar9055]

Where can I find this playlist??

[@nishantsaud7933]

Why the value of bending moment is negative

[@rehanahmad8047]

Sir mechanical ke liye koi app nhi hai gate ki preparation krne keliye

[@aliabbas8029]

Background music kyu lga rkha h sir...... Disturb hota h

[@sagaraggarwal4747]

Why BM is negative

[@harshamykalenarharsha5766]

superrr sir

[@studycircleinhindi8173]

Good

[@Lalit_Sharma_20]

Sir isme Jo bending moment negative hai vo ku h negative ?? ( Ek mujhe ye samjh Ara h ki vo hogging h isiliye negative ..Kya koi aur tarika h ye PTA krne ka ki nagative bending moment diagram kab banta h ?)

[@bunnybro1333]

Bhai mohr's circle pe bnao na, stress transformation of principle stress

[@arslanzemail]

What about cancavity of sfd and bmd. How we establish that concave should be up or down?
Thanks in Adcance

[@Belowaverage541]

Yes bro same question from my side also

[@ABHISHEKKUMAR-.]

Sir your sfd is wrong it goes in down not up

[@SuarahsAi]

Sir height ka formula uvl mein kisi b point pr same rehta hai 1/2 into wl?

[@YuvaRaj-tk8lp]

Sir pls explain uvl load act like at fixed end zero

[@shailadwd4493]

Sir I want more problems on uvl plz teach various problems on uvl

[@UnacademyGATECivil_ES]

Have you seen these?
SS Beam carrying UVL
czcams.com/video/YMk4Blo9MOQ/video.html
SS beam carrying UVL | Part 2
czcams.com/video/fp9sJpjVm-8/video.html
SFD & BMD of SS Beam carrying UDL+UVL
czcams.com/video/r6RDq4rizAM/video.html
Cantilever Beam carrying UVL
czcams.com/video/eYEvZRyq7vs/video.html

[@anuragverma161]

Sir steel structure b start kardijie ...

[@aqeelarif4593]

i do not understand, sir please help me

[@msrinivasakannan]

Need trapezoidal load on cantilever beam....

[@lalitchoudhary1095]

Negative bm kyu hoga sir

[@rahulmaheshwari9234]

ho gya gate es lecture se

[@sanjaykharte8901]

sir tepered cantilever beam design problem batao

[@designeriQ3638]

Sir bmd wale mei doubt hai

[@BihariMedia]

Sir hm apke civil group me add nhi ho pa rhe h

[@anitaraniparida5832]

Sir for cantilever beams is there any fixed rule to consider section X-X from fixed end or free end? Kindly revert back.

[@UnacademyGATECivil_ES]

So you have to start adding forces from the free end because all these forces are supported by fixed support which has a vertical reaction and a moment. So when you start taking forces from the fixed end you have to consider it's moment and vertical reaction which will make you calculations bit complicated and in the end you have to calculate all the forces at fixed end so starting from the free end is the best way to solve cantilever. I've also mentioned it in my videos, kindly go through all cantilever Questions on civilocity and you'll get the idea of what I'm trying to say!

[@anitaraniparida5832]

Civilocity Thank you Sir

[@anitaraniparida5832]

Civilocity Got your point exactly.

[@jexus46]

And please deflection ka video download kijiye sir asap please

[@laljiyadav1337]

Sab kacher pacher ker dya appne

[@umarshahharifal6020]

Sir negative Kiya say a ya

[@sumitdolai6291]

Sir u v l load B.M ta ditalsha boliy
a ga ok next video ma

[@creative_ajit_]

Sir b.m negative Ku hua

[@shreyamarathe6470]

Music is disturbing

[@ramanareddychitty185]

Sir, please stop background music.

[@roshank9840]

Vo X ki jaga pe direct 4 kaise liya

[@ejingmath6196]

Negative BM kyu?

[@neelamprajapati7672]

Concave decreases kaise hua?

[@Foji_saab__2343]

Nyc

[@Dev1nci]

Dude! English title, English talking please!

[@tanzilatahsin4550]

shape of bmd

[@roshank9840]

X ki valu kaise nikali

[@csetutorials3259]

Sir muze nah samaj me aaya

[@mdmusharaffuddin9283]

💯💯

[@ishuvlogs255]

Sir samaj nhi aa rha

[@bvamshi8925]

Bending moment at a is neagative why?

[@UnacademyGATECivil_ES]

Because it is a hogging moment!

[@adithyakasyap4846]

@@UnacademyGATECivil_ES sir didn't understood can you explain in detail

[@harmeetsingh_arts1984]

🙏👌👌👌

[@TrendingFactA]

hydraulic ka sir lecturer kb bna rhe h 💐💐💐

[@UnacademyGATECivil_ES]

soon :)

[@miestudentamitchakraborty4107]

Sir so fast this video....plse go slow....

[@josh_up]

Bhai -ve bending moment diagram keu hoga?

[@keshavkishorsahay1515]

Cuz the beam is bending in downward direction...

[@priscillajamoh3609]

The background music is really irritating

[@abdullanassar7864]

sir,bmd negative sign kaisa agaya?????

[@ramanmultani4781]

Abdulla Nassar786 same question,if u get the ans pls do reply me

[@I_am_me.]

Because this is a hogging case..

[@surendra_9064]

Hello

[@buntymanta470]

Nai samaj aya

[@shivmeena2596]

Slope and deflection for this beam

[@funnyman2877]

Background music band kar bhai

[@mohdfarhan1662]

Galat SFD kyu bataye ho bhai

[@shuklashorts2615]

Goof

[@xolanimogapi5467]

English please

[@mohdamir8898]

Abe direct solce kr dy be shear force bhi nh nilala

[@Kelly_1194]

Too fast. Can't follow

[@hindifactperiment7050]

Instagram thodi na h😂

[@swarajkashid6051]

Are anpadh

[@harleylord2752]

Bosdk music kyu lagaya
be😡😡😡 movie dekh rahe h kya