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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 brother......so much thanks
Excellent explaination sir thank u so much for this video
I'm your 1000th like
why the question change on the point load and UDL? from 24 KN to 72 and 6KN to 36
it is just u change or any explanation?
that is a mistake 72 and 36 are correct
@@Stanacademy thankyou
Very useful for last min study.
Nice explanation sir... Thank you so much 😊😊
Excellent sir
This is the best 🌟
Thank u sir useful 😀
Sir, how all the supports can be roller? Atleast one of the supports should b hinged or fixed in order to resist horizontal moment
As long as there is no horizontal load, roller support and hinged support act as same in the case of beams
I got grade A because of you
dear SirAny example resolving multi span beams using flexiblity method without use of matrix?
Right now I don't have videos on that topic. In the near future I will make
Sir, did you solve some of the examples in both fixed ends?
ruclips.net/video/8w3pVNVLmFg/видео.html
Bro, can u plz make a video on HINGED GIRDERS ? I hv exm in 7 days. Help me out.
Sorry Ankit. I am busy right now. I will upload that topic in the near future
♥️♥️♥️
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 brother......so much thanks
Excellent explaination sir thank u so much for this video
I'm your 1000th like
why the question change on the point load and UDL? from 24 KN to 72 and 6KN to 36
it is just u change or any explanation?
that is a mistake 72 and 36 are correct
@@Stanacademy thankyou
Very useful for last min study.
Nice explanation sir... Thank you so much 😊😊
Excellent sir
This is the best 🌟
Thank u sir useful 😀
Sir, how all the supports can be roller?
Atleast one of the supports should b hinged or fixed in order to resist horizontal moment
As long as there is no horizontal load, roller support and hinged support act as same in the case of beams
I got grade A because of you
dear Sir
Any example resolving multi span beams using flexiblity method without use of matrix?
Right now I don't have videos on that topic. In the near future I will make
Sir, did you solve some of the examples in both fixed ends?
ruclips.net/video/8w3pVNVLmFg/видео.html
Bro, can u plz make a video on HINGED GIRDERS ? I hv exm in 7 days. Help me out.
Sorry Ankit. I am busy right now. I will upload that topic in the near future
♥️♥️♥️