Slope Deflection Method having Both Ends Fixed | Problem 1 | Analysis of Indeterminate Structures
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- čas přidán 1. 11. 2021
- This video explains slope deflection method numerical of a beam having both sides fixed, first step its shown how to calculate fixed end moments, once fixed end moments are calculated than its explained how to write slope deflection equations for each span of continuous beam as the beam will be analyzed span by span, after getting all moment equations by using slope deflection equations than we have used equilibrium conditions to find the rotation or slope values, next step these slope values will be substituted in the moment equations and we can get the final moment values, in this video we have also shown how to calculate vertical reactions and with the help of reactions how to draw the shear force diagram and also bending moment diagram with the given loading and overlapping the moments which is calculated by slope deflection method
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Derivation or Development of Slope Deflection Equations : • Derivation or Developm...
Fixed End Moments of Common Loading Conditions : • Fixed End Moments of C...
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Wow this man is really good. I understand everything clearly. Please upload videos on virtual work method, double integration and moment area method
The truth is I kissed ur explanation sir. Thank u very much ❤❤❤❤
So nice of you, I am really happy this video helped you to understand the method, keep watching and supporting, all the very best
It is very easy to follow
🙏
Best...best .....best ....ur teaching method is just fab❤
Thank you so much, feedback like this means a lot to me, keep watching and sharing
Awesome thanks
Welcome
U are better than my clg lecturers
Thank you so much for appreciating, keep watching and supporting
😂😂
What if the reactions at same support are different? For example, Mba and Mbc are different, What will be the final moment at support B?
helpful
Thank you, keep watching and sharing
Sir plz make videos on design of rcc and steel structure
RCC structural elements design already available on channel and steel structures will be uploading next semester
Sir is it necessary to remember all the formulas instead of solving by equation of equilibrium
Hi sir we need more examples about method of joint and method of section
Will upload soon, keep watching
@@structuralanalysisanddesign thank you sir
Moment L^2