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

#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.
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[@AbhishekCivilTech]

In the Sway Analysis do not assume 0 as Fixed End Moments.

[@sravyamullapudi6456]

does it applicable to non sway portal?

[@AbhishekCivilTech]

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]

Why +50 FEM why not -ve value (please sir)

[@AbhishekCivilTech]

If you take -ve values calculation becomes difficult. You can try if required

[@violetakoth8360]

Legendary keep doing more of these 🤛

[@AbhishekCivilTech]

Thank You very much and I will definitely try

[@namanjain8341]

You explained it very easily.

[@AbhishekCivilTech]

Thank You very much

[@abhishekbabu6622]

Tqq so much anna nice presentation tq tq.................

[@AbhishekCivilTech]

Your welcome bro. So happy with your comment

[@cameraworldstudio]

Well explained 👍

[@AbhishekCivilTech]

Glad it was helpful!

[@kesavayadavalli554]

Thanks bro

[@venkatasaiankulwar7493]

Nice sir 😊

[@AbhishekCivilTech]

Thanks bro

[@mohammadnaseeruddin7654]

This problem sa 1 or sa 2...???

[@AbhishekCivilTech]

SA-2

[@H2abhi]

Nice bro

[@AbhishekCivilTech]

Thanks

[@geethaqueen25.]

Sir way ur saying we can understand but the values are appearing blur sir plz check that

[@AbhishekCivilTech]

Ok sure I will look into it. Meanwhile please try full hd resolution. Thanks for Watching

[@sharanukonchur9053]

Hlo sir

[@AbhishekCivilTech]

Hello.

[@sharanukonchur9053]

90 kn load. Is not considered

[@AbhishekCivilTech]

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.