Cantilever Beam carrying Point Load | Lec-31 | GATE

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[@ajayausarmal5809]

I need to clear my basics for gate your videos are so helpfull to me thank you bro👍👍👍

[@rajeevsorokhaibam1450]

I was trying to find a different questions related to the cantilever beam other than that question which you can find directly on Rk Bansal textbooks.. but nice work

[@viveksha3147]

Great work... Mai confuse tha after seeing this video my doubt got clear... now am able to do the problem .. thnx

[@anuragkhati4547]

thanx for explaining in detail about how hogging moment varies in the beam

[@supernova7870]

Hey , Bro. if i take the free end of the beam on left hand side and fixed beam on right hand side , then will SFD & BMD sign will change ??
PLEASE HELP , IAM CONFUSED.

[@mohamedroshan5704]

Thx ..bhi you way of teaching is very good ..I learned it soon ..thanks once again

[@rohanjadav1260]

What will be the SFD and BMD if Fixed support is on Right side of the beam?

[@engineeringwala1010]

Nice sir... You are get a perfect way to teach us.

[@shivdanjangid7525]

While drawing BMD if we consider values for B.M. point b and c from the left-hand side instead of right hand side values are different?? please explain

[@faisalsid-qe4xn]

It is also correct

[@anuragkhati4547]

sir one more thing I want to know that as the Shear force at point A is high as compared to other points so as the Shear force is high on A so we have to provide more reinforcement in this area pls tell ?

[@shahan3856]

i want to provide a cantilever beam over a distance of 33 feet in front of a 9.5 inches wall, the thickness of the cantilever will be 6 inches and the width is 1.5 feet. please note that the cantilever is part of a 33 by 11 feet slab. the slab is supported by 7 columns and 9 inch walls. i want to provide 4.5 inches wall with 12 feet high over the whole cantilever span, that is 33 feet. is it ok? what should i do to make the wall in such a way that there is no effect on the strength of cantilever or slab? what if i provide overhanging beams below the cantilever, will it be effective? the reason i am doing it is to increase the inside width of the room. any suggestion are strongly appreciated

[@riserneelampada9012]

I have seen in book a cantilever beam of Shear force is caculated in -ve as force, but you are calculating as +ve force .so, I'm confused.

[@ambikahans4357]

thanks for explaining in detail 🙏

[@AncientWisdom222]

Would a 12 inch cantilever have more load bearing capacity as compared to 9 inch cantilever if the area connected to the wall is the same in both cases. I am talking about wash basin brackets which are riveted to the wall.

[@bidishabehera7530]

Thank you sir... For uploading Video.. 🙏🏻Jai Jagannth 🙏

[@familylover...9145]

Y r u rushing that so fast try to explained slowly in step by step

[@Blackburn_Motives]

Agree with you

[@ytproplayer6523]

I don't think so

[@0mgaming759]

And off background music 🎶🎶

[@angadsinghkalsi]

Lol

[@hello...]

@@ytproplayer6523me too !

[@zechariahgbondo9628]

Thank for your explanation... but I want you to help me with strength of material book

[@Data_science_with_genAI]

U cleared my doubt,🙏🙏thx u such

[@prashantthakur9749]

Sir In RK bansals book of SOM,the reactions in case of fixed beam are not calculated actually they calculate directly SF and BM .... Plzz tell me why

[@Rajnishkumar-fq4pg]

Why your shear force diagram in upward direction??because in cantilever hogging take place.. It should be negative pls reply?

[@suryaadichandra184]

Thanks a lot bro, ive take notes

[@anitaraniparida5832]

Nice explanation...But am mechanical guy so wish I could get such stuffs for my branch topics though we have many reference videos,but I like ur way of explanation .

[@tusharkm4]

Mechzone dekh main bhi mech ka hu sabhi topics waha hai

[@engineerjoshi9530]

Time saving, and i like way of teaching

[@studycircle4722]

You may also like this th-cam.com/video/tovtBrEnnT4/w-d-xo.html

[@bondalabhargavi4977]

For cantilever beam shear force to be calculated from right side, sir

[@jasram]

Sir your way to tech is very good

[@pankhuriprasad417]

Gamsahamnida sir you just explained that was really vey awesome

[@shahchingmanyaphendokhu7969]

Sir y did we took The BM as _ve though the loads were acting downwards since taking right side of the span means that downward forces should be positive as in that question loads were acting downwards but we took minus why is that..hoping for ur answer though it has been years..do comment

[@KhdijaHome]

Thank you this was helpful

[@khannas5482]

How to calculate bm at the mid span in case of udl loading and both ends are fixed??

[@UnacademyGATECivil_ES]

Simply by using slope deflection method. There are other methods also for statically indeterminate structures but I think you should try this one first.

[@freefiregamingbanjarboys5115]

A cantilever beam of point 3.5m current point load 10kn and 15 on at free end and 15 from end respectively the beam also current the point load of 20kn at 1m from fixed end draw sfd and bmd

[@sauravkumar-pv7bd]

Sir , how sfd & bmd are suppose to be postive ??
It should be drawn downward.

[@ashishgaurav9607]

Wow.... Great explanation

[@desinazare6979]

Bro but here on left side load is downward.... And you told it should be +ve as per sign convention

[@superpower4341]

very good explaining..

[@engineerjoshi9530]

Excellent work, thanks

[@engineerjoshi9530]

I also like your way of teaching and speed ,time saving

[@rushikeshpanzade5222]

Are sir... Can u tell me how to take value of bmd from left side also? In this example i m not getting same value from left and right side... So pls explain once using this example

[@rupkumarbhunia6684]

Sir BM of c why not negative? Please reply.

[@mdshahbajansari380]

Thanks a lot sir!!!

[@hemantpatel-id4yc]

Very nice concept sir
Thanku

[@nick-go1en]

Problem is from R.k Bansal's Strength of Material book , page no. 242

[@sahilahire7705]

How to cantilever beam s f and b m

[@pravinkumarmahto635]

Wow sir ....
Nice concept please create a whatapps group of *Civil*.

[@naishinlungpanmei1357]

Sir solve this for me......A cantilever of 4 m span and 400 mm depth carried a uniformly distributed load of 5kN / m . Find the value of the concentrated load w acting at the free end so that the maximum deflection does not exceed 10 mm anywhere in the cantilever. Also find the maximum slope due to both these loads. [E=200GN/m^ 2 ; I = 20000 * 10 ^ 4 * m * m ^ 4 .) 10

[@kesaviboyina117]

Please provide more examples sir..so that we can understand it in detail 😊

[@dellpi3911]

th-cam.com/video/fRyUf-GY754/w-d-xo.html..

[@palash6362]

Thank you so much

[@VITTHALAL]

can you please find out the stress, deflection, strain and frequency

[@Game.withME18]

Sir please tomorrow is my structure semester exam so please sir humko suru se samjha de SFD & BMD how to solve easy way step by step please sir............

[@AdityaKumar-wb9el]

Sir want same video for cantilever of some tough level

[@kuldeepsahukuldeepsahu6234]

Bhuut mst sir akdam samgh me aa gya

[@alizeeshanhashmi4355]

Bending point d py zyada hga ?😶
..confused

[@heyy.ashish_007]

Aap bhi video par aa jata hu to dout khatm ho jata h ❤❤❤❤❤

[@kungfu8154]

Sorry to interrupt that is called a cantilever beam. Fixed beam is a beam which is two end is fixed at the two end point.

[@Mady_-cq8rd]

A cantilever beam 6 meters length is subjected to a UDL of 4kN /m for 5 meters from the fixed end. it also carries a point load of 7kN at a distance of 3 metres from fixed end and another point load of 6kN at free end. draw S.F.D and B.M.D?

[@aadityaroy8598]

When is sfd negative ??

[@hiteshkumr4844]

Cantilever kitne load pr Fail ho jayega...

[@himthechoudhary]

thankyou😃

[@frdmlfallthings899]

Thnx u & lv u sr☺ all beams k baare me btaa skte ho sr 🙏plz

[@yokaijohnny3070]

It's very good explanation,but please don't add music..it's distracting...thank you for clearing my doubt

[@mukhtarshaikh5894]

Ak number sir

[@vickykumarlal226]

Thanks a lot sir 🙏🙏

[@tarunrai6120]

Very nice sir ji your the great

[@kashifanwar8666]

Can you Help me ? How can i design a column design which has to support a door Load of 7 Tons ?

[@dellpi3911]

th-cam.com/video/fRyUf-GY754/w-d-xo.html..

[@rajatsharma0070]

Bhiya yr thermo Dynamics krva skte ho kiya ?

[@BilalAhmad-fp2mt]

thanks

[@AnjaliKumari-mj6xj]

Totely clarity in your explanation sir . Thanks a lot sir 🙏🙏🙏🙏

[@suvodipghosh5342]

Thank you so much sir

[@kidseducationalfunda4294]

amazing❤❤❤❤❤

[@thelifestorybyprashant6372]

Hlw sir please give me link .....Gate civil engineering question bank .
I am not finding this application on Google play store please help me sir

[@pratishapattanaik4666]

Tq so much sir

[@shubhamchauhan5361]

Sir bmd fixed side se kaise banaege

[@DNDConstruction]

Nice information sir 👍
#dndconstruction

[@mudassirmohammadabdul7479]

Plss upload how to find static and kinematic indeterminacy..

[@studycircle4722]

You may also like this th-cam.com/video/tovtBrEnnT4/w-d-xo.html

[@boss_gaming1]

Sir need a playlist on all of your SFD and BMD videos please sir 🙏🙏🙏🙏🙏

[@abhishekcivilengineer5916]

Thanks bro

[@imtdhman]

how to contact you?

[@Average8733]

Shear force kya hota

[@gollaprasannakumar4773]

Thank you sir

[@techyyinfo]

There is no fixed beam.... That is actually a cantilever beam > which fixed at one point and free at one point...but in fixed beam it is fixed or binded at both the ends..👍

[@SMARTYINSPIRED555]

Wow sir super

[@deepaksinghworkallround460]

Sir jab koi force kisi angle me lagta h

[@sarojsahu6703]

First of all this is not a fixed beam.. This is a cantilever beam.. By the way well explained..

[@MuhammadAhmad-vj1vs]

Sir dosri bar dobara dekhnay say complete smjh aa gy hy

[@Rohit-ki7ts]

Sir, write the value in minus, because of your video, all my marks got deducted in the exam.

[@lozanglepcha3107]

sir 1 lecture on monment area method please

[@AMANKUMAR-nt9jn]

thanks sir carry on

[@rutvikkhavare7325]

Cantilever beam carrying uniformly distributed load and uniformly varying load.explanation with example

[@marvelpritam8500]

Thank u sir

[@sinzuke1323]

Your speed still feel very slow after watching in 2x speed

[@amareshkumar5104]

A cantilever beam of length 5m carries two point load 3KN and 5KN at free end and 3m from free end .It also carries an U.D.L 2KN/m between two point load .Draw S.F and B.M . diagram sir solve please

[@punam3227]

Bending moment negative hi q aaya positive q nhi aya plz explain

[@bo938]

I have few question about 20 related to bending moment

[@bo938]

if i can have your email i can send details thanks

[@jaykumar8609]

Sir, state line kaise huya ye kaise pata chalega??

[@ramkaransah1857]

thank u

[@sandeeppatil2839]

I think u should have explained this on white board for better and clear understanding

[@zishansiddiqui877]

SFD d point se q ni bnana shurur kiya mean free end se

[@rana......ji4]

Nice

[@najking8956]

i am very intrested to know this guy but still cant find even though taking su\bcription

[@sushmitas402]

👌

[@NikhilSingh-ro1wb]

Thnx bhai 😘😘😘😘

[@yashankpandey8475]

Plz explain equation