Question I have got confused with BMD why moments on the column B should not be zero like column A ,I know because of the point load of at column B but only when you doing the Area bit confused,could anyone explain to me thanks

this is useful during this pandemic thank you guy

@civilengineering94

2 жыл бұрын

Great to hear!

love you ustaad chaa gaye

short and precise,thanks for this very informative video!

@civilengineering94

3 жыл бұрын

Glad it was helpful!

Very understandable. Thank you!

@civilengineering94

4 ай бұрын

You're very welcome!

Second view of our favorite channel

@civilengineering94

3 жыл бұрын

Thanks

thanks for your excellent lecture.

@civilengineering94

2 жыл бұрын

You are most welcome

nice class pls jn there for more civil engineering updates and cls

Very good explanation Thankyou 😀

@civilengineering94

Жыл бұрын

Most welcome 😊

Thank you so muchhhhhhh

@civilengineering94

2 жыл бұрын

You're welcome!

Sir. Please make a video for flat plate slab with hidden beam, and how to design hidden beam, thank u

@worldofcivil326

3 жыл бұрын

plz jn there too dear

👍 great video

@civilengineering94

2 жыл бұрын

Thanks 👍

Very informative

@civilengineering94

3 жыл бұрын

Glad you liked it

1000th like

@civilengineering94

7 ай бұрын

Thankss

hello sir, do you have examples for method of joints and method of sections for trusses?

@civilengineering94

10 ай бұрын

Not yet

You should have explained well the SFD of right side column

Danko

Nice work

@civilengineering94

Жыл бұрын

Thanks

nice tnx

In point B couple is 20 knm clock wise I am right

I thought the UDL would create a positive clockwise moment

@jumbleofjargon2633

3 жыл бұрын

Ali Mohamed Remember, the moment is taken about reaction B so B is a fixed point. Imagine holding the frame in one hand at Reaction B. The 4 kN/m uniformly distributed load can be represented by a 40 kN point load at the center of the horizontal beam. If you’re holding a model frame in the air. Your left hand holds the frame at the bottom of the column supported by Reaction B. If you use your free right hand to push down on the center of the horizontal beam, what would happen? The left side of the Beam would bend or tilt counter clockwise. Hope this helps :)

First view of our favourite chanal.👍💗🙏💯

@worldofcivil326

3 жыл бұрын

hi dear plz cmm there and jn

@civilengineering94

3 жыл бұрын

Many many thanks

greeeeeeeeeeeeeeeeat

@civilengineering94

11 ай бұрын

Thanks

this is a strange way to do it, it appears wrong if you run it through a simulation like beamguru

U did not solved the moment about point b and c .

India ma rheta hai hindi me bol England se hai ky

I think you're going too fast for beginners to grasa.

OBJECTION . Given that beams A (8m) and B (4m) have different heights and therefore should NOT be represented as having the same dimension. The diagram is misleading.

@jumbleofjargon2633

3 жыл бұрын

LGL_137 No Name Both columns are the same height. The horizontal point load on column B is located in the center of the column, 4m away from Reaction B.

@civilengineering94

3 жыл бұрын

right #Jargon (Y)