Thank you sir 🙏🙏🙏🙏 awesome explaination sir great u r 🙏🙏🙏

nice question with nice understanding

Yes...plz cover that topic(angular loading)

If I am not wrong at runtime 13:23, I think Rc will be multiplied by 2.5 instead of 2...and pls reply me if I am wrong...

@nickthien97

4 жыл бұрын

i think so too...

Thankyou nice explanation 👍

you are greater of greatest .ye qn ko chor diya tha but cause of u ek minute main bnn gya.

Sir, that force on point D. Is the force 2.5wa given? How did it came?

Magical voice ❤️❤️❤️ fell in love with the sessions 😍😍😍

@arpitbhalla

3 жыл бұрын

but ye ldka h

Plz make a video of on over hanging beam with 2 point load over udl and draw P.contraflex

Propped contiliver with overhang beam support reaction or moment

Sir how you connect RAand RC directly like that...there is possibility that SF max will occur next to internal hinge right?

Tq so much sir

Can u do influence line for this diagram

Can yu define what is value of fd Is it 1wa=3.5wa-2.5wa?

I would like to know that while calculating Ra and Rc in the beginning by taking moment about B to be 0,why did u take the udl distribution of length (=3a) from right of B instead of length(=2a) from left of B..

@SagarPatil-uy3kg

4 жыл бұрын

3:36 as it is cantilever beam there will be some moment at fixed end which is unknown, hence taking moment on right side and considering UDL length on right side

Sir internal hing bhi to aik support hai os par shear force maloom q ni karte???

Please make a lesson of proped cantilever with different types of loading

@shaikhmoazzamalam4350

6 жыл бұрын

Asish Biswal

Sir plzz solve s exapmle related to Angular loading on Beam

Supam ek video fixed end beam ke contraflexural point kese calculate krte he

plssss make a lecture of angular loading

Thanks Sir for the nice presentation. I have one query with respect to the maximum bending moment. The magnitude of maximum bending moment is less than the bending moment at other locations. In this example the magnitude of maximum bending moment is 0.125* wa2, which less than the 3*wa2 at point C, isn't it?. I would like to understand why magnitude is not maximum at the point of inflection.

@ashishwadhwa3098

4 жыл бұрын

I solved many propped beam problems and I observed that the bending moment is always maximum at fixed support. This is something interesting, as bending moment is not maximum at the point of inflection ( Zero Shear force). Can someone help me to understand the reason? Why bending moment is not maximum at zero shear force location.

Thnq sir

Sir theory of structure per video banya

Point of contr -f ke bareme batva muje samjanahi sir....plz

Sir.. Isn't there is different approach for reaction this these typ of propped beam ?

Please solve this problem without internal hing

Middle third rule... please

but we know that at internal Hinge BMD will be=0......

13:25 Rc x 2.5a

@UnacademyGATECivil_ES

6 жыл бұрын

Yeah, thanks. You're right! :)

@deepakrathva

6 жыл бұрын

learned from you. Thank you.

Sir ,you did a small mistake.Moment at E .... distance you had taken is wrong.....the distance is 2.5....then the moment at E is zero...then draw moment diagram

Rc*2.5

💯

Aapne reaction kaise nikala

@ashishwadhwa3098

4 жыл бұрын

This is statically inditerminent beam problem, so we can't get the reaction with ordinary two equation. To solve such problems we need one more equation, as deflection at point "C" zero, so we can get the reaction at C by solving it for zero deflection

@ashishwadhwa3098

4 жыл бұрын

To understand my comment, please watch the video below kzread.info/dash/bejne/lH980MuPnNDRY8o.html

@ashishwadhwa3098

4 жыл бұрын

kzread.info/dash/bejne/pJqYt9J6ZNqdopM.html

Sir Mai bahut week hu RA ,RB ka Maan tak Nahi nikal pata hu mere tos Mai back lagi Hai pls support me

Sir ye questions hmare diploma

@sheetallawaniya2293

4 жыл бұрын

Se bace h kya

Bro sikahaya mast hai but tune bahot advertise saal diye hai irritate ho raha hai sum dekhte samay

Sir thoda aour samjhaye

Bro u have to study well ...coz point of contraflexure is called in which point bmd is max. And sfd is zero...u did a big mistake...

Please next video, try to use English language😡😡😡