Moment Distribution Method Problem | Analysis of Frames | By Abhishek Civil Tech
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- čas přidán 7. 12. 2020
- #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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In the Sway Analysis do not assume 0 as Fixed End Moments.
does it applicable to non sway portal?
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.
Why +50 FEM why not -ve value (please sir)
If you take -ve values calculation becomes difficult. You can try if required
Legendary keep doing more of these 🤛
Thank You very much and I will definitely try
Thanks bro
You explained it very easily.
Thank You very much
Tqq so much anna nice presentation tq tq.................
Your welcome bro. So happy with your comment
Nice sir 😊
Thanks bro
Well explained 👍
Glad it was helpful!
Nice bro
Thanks
This problem sa 1 or sa 2...???
SA-2
Hlo sir
Hello.
Sir way ur saying we can understand but the values are appearing blur sir plz check that
Ok sure I will look into it. Meanwhile please try full hd resolution. Thanks for Watching
90 kn load. Is not considered
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.