Flexibility Matrix Method of Analysis of Beams - Problem No 1
Same beam has been analysed by Direct Stiffness Matrix Method,
• Direct Stiffness Matri...
Same Beam has been analysed by Stiffness Matrix Method
• Stiffness Matrix Metho...
Same Beam has been analysed by Clapeyron's Theorem of Three Moments
• Problem No 1 on Clape...
Same Beam has been analysed by Slope Deflection Method
• Slope Deflection Metho...
Same Beam has been analysed by Moment Distribution Method
• Moment Distribution Me...
Пікірлер: 22
Excellent explaination sir thank u so much for this video
Very useful brother......so much thanks
Sir aap genius jo aapne mere concept bhot achee krdiye hai so thankful to u for your wonderful videos lecture. Tough topics ko aasan bnana koi aapse sikhe guru ji ❤️
Very useful for last min study.
Excellent sir
This is the best 🌟
Nice explanation sir... Thank you so much 😊😊
Thank u sir useful 😀
dear Sir Any example resolving multi span beams using flexiblity method without use of matrix?
@Stanacademy
Жыл бұрын
Right now I don't have videos on that topic. In the near future I will make
Sir, how all the supports can be roller? Atleast one of the supports should b hinged or fixed in order to resist horizontal moment
@Stanacademy
10 ай бұрын
As long as there is no horizontal load, roller support and hinged support act as same in the case of beams
Bro, can u plz make a video on HINGED GIRDERS ? I hv exm in 7 days. Help me out.
@Stanacademy
2 жыл бұрын
Sorry Ankit. I am busy right now. I will upload that topic in the near future
why the question change on the point load and UDL? from 24 KN to 72 and 6KN to 36
@harielkaruniawanrahmat2070
2 жыл бұрын
it is just u change or any explanation?
@Stanacademy
2 жыл бұрын
that is a mistake 72 and 36 are correct
@harielkaruniawanrahmat2070
2 жыл бұрын
@@Stanacademy thankyou
I got grade A because of you
Sir, did you solve some of the examples in both fixed ends?
@Stanacademy
Жыл бұрын
kzread.info/dash/bejne/aqtn0riHhq_Tdso.html
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