SFD and BMD for Cantilever beam with point loads, Mechanics of solids (Strength of Materials)

[@kenyiilosemy3586]

Thanks a lot. Really helped. This video scored me 8 marks in my sem. exams.

[@nikeshpurohit6606]

Hi kai college ma bro tmare internal levai gai

[@sruthi9607]

Thank you sir. Very clear explanation. Cleared all my doubts.

[@lovelyreddy143]

Photo is nice

[@karanthakur11]

Excetly

[@darbhangaallrounder3794]

Me too

[@ShahinaKhanofficial123]

@@darbhangaallrounder3794 hlo

[@divyapatel6772]

😅

[@336atifnoman7]

bro V..v.v.v clear explanation. Ur explanation is very clear than manas patnaik and gate academy plus💪👍👍

[@rashmisubba6701]

true

[@destinycarson3833]

I have this as an exam today ,most of my friends mistake this by adding a negative signs to the shear forces calculated ,most of them said ,the forces pointing down wards are negative while that pointing upwards are possible ,I only accept that principal if it just 2 points load involved but I will accept yours very much better since it include 3 points load

[@user-lt3kl1kx5e]

Best book for SOM

[@mrnobodypfithu6809]

Super easy. Thank you so much .But I don't think for the exam point of view we'll get full marks with this solutions.

[@afreensyed3348]

Thanks a loooooot sir your explanation is very very clear 🤩🤩

[@ShahinaKhanofficial123]

Blo

[@tulasiratna4405]

Thanks for your video sir. Super ga chepparu.

[@avinashavi2200]

sign conventions of SF diagram is to take as upward force of left of the section or downward force of right of the section counted as (-ve) sign and vice versa

[@user-bg7mi7fw8d]

Thank u for teaching us in a simple way sir

[@akhileshmj]

Sir I did the same method as you said in the final exams but still I got failed and checked that the examiners have given 0 marks for the SFD & BMD

[@user-eu9sg5vg7y]

solid mechanics has been a great threat to me, but I hope it will get better

[@sravanalakshmi451]

Tq so much sir. Expecting more videos sir

[@bhimarajraj2976]

Thank you so much sir, I cleared some of my doubts 🙏🙏🙏

[@ReferenceBook]

You are welcome please share my videos with your friends

[@ankuryadav7985]

hindi m bol le bhai

[@Technical4k]

Very clearly explain sir .

[@ReferenceBook]

Please support the channel via "super thanks"

[@r_s_music]

Thanks 🥰 Bhai 👌👌

[@ReferenceBook]

You are welcome. Please consider " Super Thanks " to support the channel

[@GrowTogather34]

appreciate ur work srr

[@ReferenceBook]

Thank you please share my videos with your friends

[@prabinkumardeep1916]

Nice video sir i can understand.

[@ReferenceBook]

Thank you please share my videos with your friends

[@AsmamawAdagne]

Tankyou

[@delonsmartt1073]

Thank you sir for a little guidance

[@njmallunetwork]

Thnx

[@rishabh1971988]

Lecture is Too good sir

[@narayanvenkatesh6589]

Thank u vey much for simple explanation

[@harshamk5646]

Great explaination 👏🏼

[@ReferenceBook]

Thank you please share my videos with your friends

[@gurramadhithyasai6377]

Maybe sign conventions rule is Error Once check refernece book and Upload usefull for people But Nice patience

[@chaitanya7991]

Nuvvu super anniya🙏🤙

[@manishkalita1913]

Thank u so much 🥰🤩 sir for this type of teaching 😊🌹 all my doubt is clear..

[@ReferenceBook]

You are welcome please share my videos with your friends

[@chotu5175]

@@ReferenceBook in Cantilever beam we dont have to find support reactions?

[@delnad7532]

true all doubts are clear

[@sahilv2570]

@@chotu5175 no

[@Apurba1das]

Why are you not sharing such kind of useful videos to your friends like me ? It took 2 years to reach such kind of useful videos . 🥲🥲

[@aanburaja337]

Thankyou sir

[@Tiwariji-r8h]

Excellent class

[@mristiyaqshaikh299]

Thanks a lot brther❤

[@ReferenceBook]

You are welcome please share my videos with your friends

[@deepakkumarmudugonda3660]

u are a gem

[@rabeenkore2360]

Thank you so much sir 👍🏻

[@ayushpandey7746]

Sir, i am trying to read this topic using RS Khurmi. Am unable to understand the sign convention used there. It seems like the sign convention used in cantilever problems and that used in simply supported beam are contradictory to each other. For eg, in its solutions the sign of sfd is same as yours in simply supported beam. But its sign of sfd is opposite to that of yours for cantilever. Why this anomaly, pls explain.

[@ReferenceBook]

sf about a section going clockwise we will take it as positive

[@naveeedd]

@@ReferenceBook RS Khurmi takes it negative. Sir, Which book is the best one for MOS?

[@ramakantnavalkar93]

Thanks you sir nice shortcut explain 💯

[@vinodkumarchavhan7628]

Thanks for Very helpfull

[@saifmansuri2659]

Thank you so much brother 💓

[@sesidharbhavaraju4239]

thank you sir for your videos, it's really helpful to me

[@ReferenceBook]

You are welcome please share my videos with your friends

[@sesidharbhavaraju4239]

@@ReferenceBook yeah sure, you please keep uploading educational videos, so that every Indian students will get free online classes.

[@sanjay.rgowdasanju5004]

Tnks sir it helped for my exam

[@timelesswisdom1111]

good explanation

[@deepsikhapanigrahi634]

Thank uh sir for this video..nd it is also helpful

[@Adityalearningcentre]

Hii what's your college name

[@eranilkumaryadav7045]

Nice air

[@mdjuwelsheikh2658]

It was a nice video,, with perfect discussion Thanks

[@mhmmdsinanchinna8187]

Thank you sir good explanation sir

[@konsamloyangambasingh892]

sir i'm confused why aren't u considering reaction force at point A of catilever beam.

[@odongosilvester9896]

Actually I also have a query on that

[@hameedahmyageri4937]

Tq so much sir🙏🙏🙏🙏🙏

[@chinmaynaik6735]

Thank you sir

[@Ayush_00232]

Thankyou sir ... Ab to 6 Mark's fix hai 😇😇😇😊

[@tarunsaichannel300]

It is very helpful sir

[@ReferenceBook]

Thank you please share my videos with your friends

[@karmabt2070]

Why we didn't calculate reaction forces at A and B like SSB?

[@jenifer5246]

Because we already have load at B in cantilever but in SSB we have nothing that's why we are calculating in SSB

[@Vamsitricks]

Super super ❤️❤️❤️

[@ReferenceBook]

Thank you. Please consider "Super Thanks " to support the channel....(If you wish...)

[@middemounika6291]

Help full

[@ReferenceBook]

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[@delnad7532]

thank you so much sir for this video

[@ReferenceBook]

You are welcome please share my videos with your friends

[@nagarajasuppara8876]

Tqsm❤

[@Zebrox_Editz]

Thanx a lot! In cantilever,SFD goes for +ve quadrant and BMD goes for -ve Quadrant.Is it?

[@mrcivil53]

There will be any force at Reaction at a

[@tritiyapandhare9188]

Thank you so much sir

[@LEARNWITHVIMAL]

One day before semester exam 🤟🤟🤟

[@m207santhosh6]

Than you 🥰🥰🥰

[@ReferenceBook]

You are welcome please share my videos with your friends

[@Rrrrr-w8k]

Bro we want you to upload c20 series dcet exam and important questions to be explained

[@ashurajput3526]

and what about moment at point a bcoz it is fixed?

[@soumyajitdas7427]

Plz upload fixed beam with point load & continuous beam with point load

[@civilflow1956]

Thanks sir aur video dal dijiye sir sfd bmd par

[@ReferenceBook]

Sure, but please share my videos with your friends

[@Iris0555]

Sir plz tell numerical on inclined beam having inclined load on both a side in opposite directions!!!

[@vikschos4977]

Bending moment at A is not zero? How ?

[@-C-SAIPRANAY]

What is standard formula for two point loads on simple supported beam

[@jrajesh4666]

Force bro we have add signs positive or negitive

[@manikumar-th3vk]

Cantilever beam lo udial load calculation cheppandi sir

[@dilhurted1]

start from left to right it will easy

[@avinashkusume8932]

Bemdning moment is sagging consider positive.

[@shubhamkharatstokes3366]

Sir is it applicable for mos

[@veereshrocky5749]

Tq

[@ReferenceBook]

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[@toufeeqsyed8039]

Y didn't you take the lenght from B to C for bending moment of B And you solved the shear force problem without length between points and suddenly u took the measurements for bending moment at C if the values were arrived then whole problem u did earlier is wrong please check it properly if u have committed mistake then please kindly remove the video and make another one so that no students will fail in the exam seeing your video

[@swasthik.B]

Upword forces are +ve Downword forces are -ve. Broooo Only ctlb

[@youtubemax5973]

1 st step Nahi he isme reaction

[@bhagyayadav1276]

Screen me dekhana jaru ri nahi hai distrub ho raha

[@payalpriyapayalpriya]

Bmd will be positive not negative

[@user-tl1gi5mn7j]

kzbin.info/aero/PLtElM8k8rEY1ddlXs0XQulnky0GqCHgyz

[@netram9060]

Sir please kya aap Hindi mein video banayenge

[@indiancreativity2159]

Kya yar SF me clock wise + BM me clock wise - confused kar rahe ho

[@cinebuzz18]

😂😂

[@rjamanlife]

Hindi nhi aati kya sir

[@naishinlungpanmei1357]

1 (b) 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 solve this for me

[@drofeng]

Use the principle of superposition (assuming you know how to get the max deflection expressions via double integration, moment area or other energy methods). The point load w gives a max deflection of wL^3/3EI for a cantilever, the distributed load gives a max deflection of w_d*L^4/8EI. The max deflection occurs at the tip. You can now equate the sum of these deflections with the max of 10 mm, and solve for P. You can then use P to find the maximum slope (same procedure, but sum up the max slopes for the cantilever under a point load and uniform load).

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😂😂😂

[@Average8733]

Bhai ise acha hindi hi bol du

[@cstechguruji.Hari5]

Join me

[@Xushanggchi]

Sign convention dimaag kharab karke rakh diya kya hai sab apna apna jo man aye wo utha ke daal dete hain😡😡😡🤬

[@Sujaluttekarpatil0311]

Bhai Hindi me bol le

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[@md.injamamulhaque2869]

at least focus properly when to make a video.

[@kumarags9256]

Kannada speech sir

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[@r.sreenath1548]

Thank you sir

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Thank you sir

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@@ReferenceBook will definitely do so