Shear Force and Bending Moment Diagram | Simply Supported, Fixed & Cantilever Beam | Quick Revision.

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This Short Video shows Shear force diagram, SFD and Bending Moment Diagram, BMD of point load acting at the centre of the simply supported beam. Uniformly Varying Load acting on the simply supported beam.
Keywords:-
Shear force diagram
bending moment diagram
Strength of material
EASY WAY TO DRAW SHEAR FORCE DIAGRAM AND BENDING MOMENT DIAGRAM
Easy way to draw shear force diagram and bending moment diagram of fixed beam , cantilever beam and simply supported beam
quick revision of sfd and bmd.
Easy way to draw sfd and bmd
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Опубликовано:

28 фев 2022

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Комментарии : 88

@approximate_engineer Год назад

How to draw SFD & BMD Explaination :- ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-VjEkueSlaBE.html

@MohamedHamdy-ub1qj 10 месяцев назад

link plz

@vigneshwaran5882 4 месяца назад

@mrlxstaroffical 7 месяцев назад

Legend watch the video previous day of exam 😊

@amankashyap31 6 месяцев назад

Like me 😂😅

@sipun5911 5 месяцев назад

Watching 1 hr Before exam

@iMKK11 4 месяца назад

@@sipun5911oh. Are you Civil Engineering student?

@sipun5911 4 месяца назад

@@iMKK11 Nope, CSE Student.

@iMKK11 4 месяца назад

@@sipun5911 then why are you watching this video ?!?

@momentofinertiacompany Год назад

Great Scholar Thanks there

@souvik.fingtore 8 месяцев назад

Brilliant tutorial......very much appreciated you for easy to understand.This tutorial is better explain than a college classroom lecture......! lots of love from JADAVPUR UNIVERSITY.

@CABHISHEKChaudhary 8 месяцев назад

Tq beta

@sunilmurmuvlogs3070 4 дня назад

Thanks you 🎉

@qasemmahmood-lo5zh Год назад

To heart thank you

@carlosalvarez7565 Год назад

Good job. Thanks

@josephxiverengi776 Год назад

Wow

@invisiblenavigateur315 Год назад

that s exactly what i need. thank youuuuu

@abhishekgarg05201 Год назад

Good

@vineetbadekar1112 7 месяцев назад

Thankyou

@ahmed_bassim Год назад

Mechanic slayer

@_valon Год назад

Max values for L length?

@tf1389 Год назад

thank you

@laibakausar8161 Год назад

Thanks

@thistora929 Месяц назад

i screenshot this video as a cheatsheet XD

@bharathrambabu Год назад

Drawing la athu udl or uvl la nu mention pannuga please

@dianaoliveira857 2 года назад

👍

@AnkitSingh-et2fn Год назад

❤

@momorashad8336 5 месяцев назад

Moment in the opposite direction to the force

@alessio1495 Год назад

The diagram of moments is in traccionnated fibre of section? Sorry for my english

@St69H Год назад

He drew it compression side.

@texas8505 Год назад

Ho notato la stessa cosa, mai visto il diag M tracciato dal lato delle fibre compresse.

@soulfulmeangiep605 Год назад

😂😂😂😂

@olivergilkes8804 5 месяцев назад

Why isn’t the first one under the graph for moment as M(x) = - integral of F(x)

@ninjaneerk5601 2 месяца назад

It's just a sign convention, and the sign convention varies for different companies, countries, software programs, etc. So you have to be careful when looking at a bending moment diagram that you know the sign convention that was used to create it.

@karrarobied3653 Год назад

If the equation writer is better than the graphic form Because you serve us with concrete

@thanguladhanraj5346 Год назад

Yes mechanic sleyer

@katongomusonda5903 2 года назад

How do I draw the SFD and BMD when the forces are equally distributed throughout the structure.

@teamindaqua7058 2 года назад

First u need to go with sfd and next bmd

@saqibraza2663 Год назад

Koi issue ni janu

@tantwoo3865 8 месяцев назад

can anyone elaborate the 2 degree curve? :

@cornerbloke8861 Год назад

If you start drawing the diagram from the left when solving the 5th example, bending moment diagram will be different wouldn't it? Anyone knows why is that

@larryxiang6850 9 месяцев назад

It would be flipped if you did so. you wouldn’t want to start from the right, because oftentimes, you are solving for beam deflection (how much the beam moves under load). Example 5 has a fixed left end meaning deflection = 0 no matter what. This makes the math much much simpler by having v(0) = 0 (v is the variable for beam deflection). If you set the right end as x=0, and then have v(L)=0 (L being the length of the beam), your equations become full of unnecessary constants that you need to solve for. In the case of v(0) =0, many of those constants would equal 0 and disappear from the equations

@ElvisKemayo-pu5bm 8 месяцев назад

How can I download the video?

@sciwater1642 Год назад

This is tricky right

@xidretinlegende7016 2 месяца назад

what does the negative on the first beam mean. Or rather what does negative in general mean?

@ninjaneerk5601 2 месяца назад

The sign convention for shear is kinda difficult to explain without diagrams. Look up sign convention for internal shear. There are a lot of sites that explain it a lot better than I could.

@rkrupeshsah4790 Год назад

homogeneous beam shear diagram

@zerodha1740 9 месяцев назад

00:01

@osborn10yearsago14 Год назад

Sir agar mere kisi question me BMD me last value 0 ke bajaye 0.06 ara hai toh kya me use neglect kar sakta hu ya meri calculation me koi problem hai?

@approximate_engineer Год назад

check the calculation again, if it seems good then you can neglect it

@Freedom-of-Thought Год назад

注意看，這個男人太狠了，竟然把摩擦力公式給畫出來😂😂😂

@itspc_ Год назад

Just to make us understand lmaoo

@---rw8xs Год назад

這個是應力和矩力的線

@Freedom-of-Thought Год назад

@@---rw8xs 其實是摩擦力+力矩😂😂😂

@user-uo3ko1yt6y Год назад

摩擦力個鬼，這是內力和彎矩圖，完全是兩回事。

@Freedom-of-Thought Год назад

@@user-uo3ko1yt6y 都有啦，你自己仔細看，他寫的不只一種，我挑一個來說而已😂😂😂

@basicknowledgemath8937 7 месяцев назад

Keval diploma vale hi samgh payenge ki yah hai kya😂

@basicknowledgemath8937 7 месяцев назад

Keval diploma vale hi samgh payenge ki yah hai kya😂😂

@PrepWithMe23 19 дней назад

2nd one SFD is wrong

@smallbig4292 Год назад

زين

@mihrabanjabar1244 Год назад

🤍👏

@znarp Год назад

why only now

@jdorsett4157 Год назад

what is this

@Greenday6573 8 месяцев назад

This is so easy though

@jendoestoque6342 6 месяцев назад

ur sfd in simply supported beam with distributed load is wrong it must be first degree

@danbdrthapa394 3 месяца назад

load ko name rakheko vae yekdam suitable huntheo

@spugged9800 8 месяцев назад

isnt it the integration of the shear force function?

@ba.diecast24 4 месяца назад

I know this is 4 months later but yes.

@haneenfares8733 Год назад

Positive pending moment is under the line or I do it wrong my whole life?

@approximate_engineer Год назад

it depends upon the sign convention, Sagging is taken as Positive ( from left clockwise and from right anticlockwise ) that's why bending moment is above the line.

@haneenfares8733 Год назад

@@approximate_engineer I think it's according the code in country as we draw the positive B.M (from left clockwise and from right anticlockwise) under the line...

@approximate_engineer Год назад

In that case, Shear Force Diagram also changes.

@Complete501 Год назад

Bhai ye kiska hai?? Simply or cantilever or fixed beam kiska???

@yogeshnegi1090 Год назад

Sabka

@biga7479 Год назад

I whish I saw earlier

@gsingh1927 8 месяцев назад

You got the shear force diagram wrong for cantilever beam. There are no shear forces on free end, it should be a triangle not a rectangle.

@willgordge6003 8 месяцев назад

No, he’s right. There is a point load.

@Sachinkr271 Год назад

Cantilever me end pe point load lgane pr SFD( - ) niche bnega

@approximate_engineer Год назад

No, As per sign convention,From RHS of the section, Vertical Downward Force is (+ve), i.e, Point Load From LHS of the section, Vertical Upward Force is (+ve),i.e, Vertical Reaction Force. In both the cases, SFD would be (+ve) By using equilibrium equations, Vertical Reaction Force(V) = Point Load(P) For SFD, Cut a section ×-×. There are two approach either LHS or RHS. As per Sign Convention, From LHS : SFx-x = +P [ upward +ve ] From RHS : SFx-x = +P [ downward +ve ] So we will get (+ve) SFD in both cases. Hope it helps !