Frame Analysis || Shear Force & Bending Moment Diagram

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This video explain how to find out the support reaction for frame structure and how to draw shear force and bending moment diagram for a frame. Frame consist of one beam and two columns beam has been loaded with uniformly distributed load of 4KN/m and column is loaded with transverse point load of 5 KN. For more details please watch full video.
#Frame_Analysis
Frame analysis
shear force and bending moment diagram
Shear force diagram
Bending moment diagram

Опубликовано:

14 окт 2024

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Комментарии : 47

@JeffAj410 6 месяцев назад

Very understandable. Thank you!

@civilengineering94 6 месяцев назад

You're very welcome!

@haiderabbas-hf8op Год назад

love you ustaad chaa gaye

@ashenafiyohannes50 3 года назад

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

@BayakGLuok 3 года назад

Second view of our favorite channel

@civilengineering94 3 года назад

Thanks

@rajendra3113 Год назад

Very good explanation Thankyou 😀

@civilengineering94 Год назад

Most welcome 😊

@civilfree6455 3 года назад

this is useful during this pandemic thank you guy

@civilengineering94 3 года назад

Great to hear!

@princematika7250 3 года назад

short and precise,thanks for this very informative video!

@civilengineering94 3 года назад

Glad it was helpful!

@bubblehek4937 Год назад

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

@civilengineering94 Год назад

Not yet

@senjatin2061 Год назад

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

@sb0408-p5q 10 месяцев назад

1000th like

@civilengineering94 10 месяцев назад

Thankss

@atharvapote755 2 года назад

👍 great video

@civilengineering94 2 года назад

Thanks 👍

@tanzinaislam1037 3 года назад

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

@worldofcivil326 3 года назад

plz jn there too dear

@nileshpatil9699 Год назад

You should have explained well the SFD of right side column

@andrewmartinpe2890 3 года назад

Thank you so muchhhhhhh

@civilengineering94 3 года назад

You're welcome!

@mehedi8716 3 года назад

thanks for your excellent lecture.

@civilengineering94 3 года назад

You are most welcome

@Kuldip12371 3 года назад

First view of our favourite chanal.👍💗🙏💯

@worldofcivil326 3 года назад

hi dear plz cmm there and jn

@civilengineering94 3 года назад

Many many thanks

@civilengineerishaqsohag 3 года назад

Very informative

@civilengineering94 3 года назад

Glad you liked it

@lonesurvivor6475 3 года назад

Nice work

@civilengineering94 2 года назад

Thanks

@worldofcivil326 3 года назад

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

@234bashi 3 года назад

I thought the UDL would create a positive clockwise moment

@jumbleofjargon 3 года назад

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 :)

@lunatimabindisa Год назад

Danko

@mohamadkhatib8624 Год назад

greeeeeeeeeeeeeeeeat

@civilengineering94 Год назад

Thanks

@hejalll 4 месяца назад

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

@abdullahmahmudtanvir9074 3 года назад

nice tnx

@aqsamemon9275 2 года назад

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

@michaelharris8554 Год назад

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

@lgl_137noname6 3 года назад

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.

@jumbleofjargon 3 года назад

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 года назад

right #Jargon (Y)