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Moment Distribution Method Problem | Analysis of Frames | By Abhishek Civil Tech

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Abhishek Civil Tech

Abhishek Civil Tech

Күн бұрын

#structuralanalysis #frames #analysis
Moment Distribution Method Problem | Analysis of Frames | By Abhishek Civil Tech
Hello Guys Welcome to my channel,
In this video I have explained about a Problem on Moment Distribution Method. Moment Distribution is one of the analysis methods which is used to analyze the Frames. So in this video I explained analyzing a frame by Moment Distribution Method. So please watch the video till the end so that you can understand it clearly.
This channel is completely about Civil Engineering. I will be uploading videos related to Civil Engineering subjects such as STRUCTURAL ANALYSIS, REINFORECED CONCRETE DESIGN, STEEL STRUCTURES,ESTIMATION AND QUANTITY SURVEYING, STRENGTH OF MATERIALS, ENGINEERING MECHANICS, SURVEYING, FLUID MECHANICS, STEEL STRUCTURES. Please do Subscribe this channel for more videos. Thank You and Keep Supporting.
ALSO CHECK OTHER VIDEOS AND PLAYLISTS IN MY CHANNEL. YOU MIGHT FIND SOME USEFUL CONTENT IN IT.
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Пікірлер: 26
@AbhishekCivilTech
@AbhishekCivilTech 3 жыл бұрын
In the Sway Analysis do not assume 0 as Fixed End Moments.
@sravyamullapudi6456
@sravyamullapudi6456 3 жыл бұрын
does it applicable to non sway portal?
@AbhishekCivilTech
@AbhishekCivilTech 3 жыл бұрын
If it is a Non sway frame we should not do Sway analysis. That step is completely eliminated. So there is no need of assuming any values.
@PAPPUKUMAR-ee8qg
@PAPPUKUMAR-ee8qg 3 жыл бұрын
Why +50 FEM why not -ve value (please sir)
@AbhishekCivilTech
@AbhishekCivilTech 3 жыл бұрын
If you take -ve values calculation becomes difficult. You can try if required
@violetakoth8360
@violetakoth8360 2 жыл бұрын
Legendary keep doing more of these 🤛
@AbhishekCivilTech
@AbhishekCivilTech 2 жыл бұрын
Thank You very much and I will definitely try
@namanjain8341
@namanjain8341 2 жыл бұрын
You explained it very easily.
@AbhishekCivilTech
@AbhishekCivilTech 2 жыл бұрын
Thank You very much
@abhishekbabu6622
@abhishekbabu6622 3 жыл бұрын
Tqq so much anna nice presentation tq tq.................
@AbhishekCivilTech
@AbhishekCivilTech 3 жыл бұрын
Your welcome bro. So happy with your comment
@cameraworldstudio
@cameraworldstudio 2 жыл бұрын
Well explained 👍
@AbhishekCivilTech
@AbhishekCivilTech 2 жыл бұрын
Glad it was helpful!
@venkatasaiankulwar7493
@venkatasaiankulwar7493 3 жыл бұрын
Nice sir 😊
@AbhishekCivilTech
@AbhishekCivilTech 3 жыл бұрын
Thanks bro
@H2abhi
@H2abhi 3 жыл бұрын
Nice bro
@AbhishekCivilTech
@AbhishekCivilTech 3 жыл бұрын
Thanks
@kesavayadavalli554
@kesavayadavalli554 3 жыл бұрын
Thanks bro
@mohammadnaseeruddin7654
@mohammadnaseeruddin7654 2 жыл бұрын
This problem sa 1 or sa 2...???
@AbhishekCivilTech
@AbhishekCivilTech 2 жыл бұрын
SA-2
@geethaqueen25.
@geethaqueen25. 2 жыл бұрын
Sir way ur saying we can understand but the values are appearing blur sir plz check that
@AbhishekCivilTech
@AbhishekCivilTech 2 жыл бұрын
Ok sure I will look into it. Meanwhile please try full hd resolution. Thanks for Watching
@sharanukonchur9053
@sharanukonchur9053 2 жыл бұрын
Hlo sir
@AbhishekCivilTech
@AbhishekCivilTech 2 жыл бұрын
Hello.
@sharanukonchur9053
@sharanukonchur9053 2 жыл бұрын
90 kn load. Is not considered
@AbhishekCivilTech
@AbhishekCivilTech 2 жыл бұрын
There is no 90KN load in the frame. I think you are asking about 80KN load. That load is acting exactly on the joint. So we dont have any moment due to 80KN load. Thanks for Watching.
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