Frame Analysis || Shear Force & Bending Moment Diagram

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

[@civilfree6455]

this is useful during this pandemic thank you guy

[@civilengineering94]

Great to hear!

[@BayakGLuok]

Second view of our favorite channel

[@civilengineering94]

Thanks

[@JeffAj410]

Very understandable. Thank you!

[@civilengineering94]

You're very welcome!

[@princematika7250]

short and precise,thanks for this very informative video!

[@civilengineering94]

Glad it was helpful!

[@haiderabbas-hf8op]

love you ustaad chaa gaye

[@ashenafiyohannes50]

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

[@mehedi8716]

thanks for your excellent lecture.

[@civilengineering94]

You are most welcome

[@rajendra3113]

Very good explanation
Thankyou 😀

[@civilengineering94]

Most welcome 😊

[@worldofcivil326]

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

[@atharvapote755]

👍 great video

[@civilengineering94]

Thanks 👍

[@andrewmartinpe2890]

Thank you so muchhhhhhh

[@civilengineering94]

You're welcome!

[@civilengineerishaqsohag]

Very informative

[@civilengineering94]

Glad you liked it

[@lonesurvivor6475]

Nice work

[@civilengineering94]

Thanks

[@tanzinaislam1037]

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

[@worldofcivil326]

plz jn there too dear

[@bubblehek4937]

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

[@civilengineering94]

Not yet

[@nileshpatil9699]

You should have explained well the SFD of right side column

[@abdullahmahmudtanvir9074]

nice
tnx

[@user-ez7ci8wf9q]

1000th like

[@civilengineering94]

Thankss

[@234bashi]

I thought the UDL would create a positive clockwise moment

[@jumbleofjargon2633]

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 :)

[@lunatimabindisa5538]

Danko

[@Kuldip12371]

First view of our favourite chanal.👍💗🙏💯

[@worldofcivil326]

hi dear plz cmm there and jn

[@civilengineering94]

Many many thanks

[@senjatin2061]

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

[@mohamadkhatib8624]

greeeeeeeeeeeeeeeeat

[@civilengineering94]

Thanks

[@hejalll]

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

[@aqsamemon9275]

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

[@anshumisale3052]

India ma rheta hai hindi me bol
England se hai ky

[@lgl_137noname6]

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]

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]

right #Jargon (Y)

[@michaelharris8554]

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