Тёмный

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

Abhishek Civil Tech
Подписаться 1,8 тыс.
Просмотров 50 тыс.
50% 1

#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.
Introduction to Moment Distribution Method : • Moment Distribution Me...
How to Draw BMD for Frames : • How to Draw Bending Mo...
-----------------------------------------------------------------------------------------
Cables and Suspension Bridges Playlist :
• Introduction And Formu...
Arches Playlist :
• Introduction to Arches...
Analysis of Frames Playlist :
• Analysis of Frames | I...
Analysis of Indeterminate Trusses Playlist :
• Introduction to Analys...
-----------------------------------------------------------------------------------------
#abhishekciviltech #structural analysis #analysisofstructures
Copyright Notice:-
Please feel free to leave me a notice if you find this upload inappropriate.
Contact me personally if you are against an upload which you may have rights to the content shown in this video
instead of contacting RU-vid about a copyright infringement.......Thank You..!

Опубликовано:

 

16 сен 2024

Поделиться:

Ссылка:

Скачать:

Готовим ссылку...

Добавить в:

Мой плейлист
Посмотреть позже
Комментарии : 26   
@AbhishekCivilTech
@AbhishekCivilTech 3 года назад
In the Sway Analysis do not assume 0 as Fixed End Moments.
@sravyamullapudi6456
@sravyamullapudi6456 3 года назад
does it applicable to non sway portal?
@AbhishekCivilTech
@AbhishekCivilTech 3 года назад
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 года назад
Why +50 FEM why not -ve value (please sir)
@AbhishekCivilTech
@AbhishekCivilTech 3 года назад
If you take -ve values calculation becomes difficult. You can try if required
@violetakoth8360
@violetakoth8360 2 года назад
Legendary keep doing more of these 🤛
@AbhishekCivilTech
@AbhishekCivilTech 2 года назад
Thank You very much and I will definitely try
@namanjain8341
@namanjain8341 2 года назад
You explained it very easily.
@AbhishekCivilTech
@AbhishekCivilTech 2 года назад
Thank You very much
@abhishekbabu6622
@abhishekbabu6622 3 года назад
Tqq so much anna nice presentation tq tq.................
@AbhishekCivilTech
@AbhishekCivilTech 3 года назад
Your welcome bro. So happy with your comment
@cameraworldstudio
@cameraworldstudio 2 года назад
Well explained 👍
@AbhishekCivilTech
@AbhishekCivilTech 2 года назад
Glad it was helpful!
@kesavayadavalli554
@kesavayadavalli554 3 года назад
Thanks bro
@venkatasaiankulwar7493
@venkatasaiankulwar7493 3 года назад
Nice sir 😊
@AbhishekCivilTech
@AbhishekCivilTech 3 года назад
Thanks bro
@H2abhi
@H2abhi 3 года назад
Nice bro
@AbhishekCivilTech
@AbhishekCivilTech 3 года назад
Thanks
@mohammadnaseeruddin7654
@mohammadnaseeruddin7654 2 года назад
This problem sa 1 or sa 2...???
@AbhishekCivilTech
@AbhishekCivilTech 2 года назад
SA-2
@sharanukonchur9053
@sharanukonchur9053 2 года назад
Hlo sir
@AbhishekCivilTech
@AbhishekCivilTech 2 года назад
Hello.
@geethaqueen25.
@geethaqueen25. 3 года назад
Sir way ur saying we can understand but the values are appearing blur sir plz check that
@AbhishekCivilTech
@AbhishekCivilTech 3 года назад
Ok sure I will look into it. Meanwhile please try full hd resolution. Thanks for Watching
@sharanukonchur9053
@sharanukonchur9053 2 года назад
90 kn load. Is not considered
@AbhishekCivilTech
@AbhishekCivilTech 2 года назад
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.
Далее
Батя всех бургеров на 7000 ккал!
00:55
Portal Method structural analysis
22:25
Просмотров 89 тыс.
Moment Distribution method Problem portal frame
52:00