Flexibility Matrix Method of Analysis of Beams - Problem No 1

[@SameerKhan-kd3wd]

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 ❤️

[@skjanu1983]

Very useful brother......so much thanks

[@er.mohammadalikhan882]

Excellent explaination sir thank u so much for this video

[@war_correspondent]

Very useful for last min study.

[@asadullahsaleh1271]

This is the best 🌟

[@durgamahalakshmipampana1839]

Nice explanation sir... Thank you so much 😊😊

[@karthikgowda8370]

Excellent sir

[@CEFKARANKUMARR]

Thank u sir useful 😀

[@mohammedmazeenuddinkhan7568]

I got grade A because of you

[@harielkaruniawanrahmat2070]

why the question change on the point load and UDL? from 24 KN to 72 and 6KN to 36

[@harielkaruniawanrahmat2070]

it is just u change or any explanation?

[@Stanacademy]

that is a mistake 72 and 36 are correct

[@harielkaruniawanrahmat2070]

@@Stanacademy thankyou

[@faisalsid-qe4xn]

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]

As long as there is no horizontal load, roller support and hinged support act as same in the case of beams

[@ankitroutjiku3574]

Bro, can u plz make a video on HINGED GIRDERS ? I hv exm in 7 days. Help me out.

[@Stanacademy]

Sorry Ankit. I am busy right now. I will upload that topic in the near future

[@shantharatnayake6708]

dear Sir Any example resolving multi span beams using flexiblity method without use of matrix?

[@Stanacademy]

Right now I don't have videos on that topic. In the near future I will make

[@asadullahsaleh1271]

Sir, did you solve some of the examples in both fixed ends?

[@Stanacademy]

kzbin.info/www/bejne/bqiWoYmEi7GgfMk

[@chethan104]

♥️♥️♥️