Fixed beam problem in hindi (Type I)

[@gelstube4614]

This channel solves, most important questions but is most underrated, please share guys. This man, solves questions good and easy🙂

[@AnupKumar-zj1ne]

Yes u r rite bro

[@waljjuramur3559]

sir aap copy pe padhaiye(page)pe bahut aacha rahega aur samaz me jyada aayega.eashe thora concentrate karne me problem hoti hai...padhane ka tarika bahut badhiya hai.aapka channel hum jaise student ke liye benificial hai.✌✌👌👌👍👍

[@bhaktprahalad1823]

,,first principle pe video daliye sir please,,

[@arihandoko6680]

How did you Calcutte defleksi, i need it

[@rahulbhati4749]

Sir thnxs apne sun li dhnyvad sir dil se

[@gopalyadav4506]

bahut aacha samjhya sir 🙏🙏🙏🙏🙏🙏🙏🏗

[@bikukumar106]

Sir live bhi chalta hai kya

[@chaitanyachaitanya982]

Very helpful sir... Tnx alot

[@arihandoko6680]

Sir i calculate the value of deflection but how you get 3.4 ?

[@ankitmanavat1232]

Bahut badiya sir ji

[@RahulSharma-oc2qd]

MOI is material property?

[@arpitjakhmola624]

How can we equate free bmd and other bmd,whats the relation or reason

[@PUJAKUMARI-xb1dv]

Nice explain ,sir

[@arihandoko6680]

Some body please tell me how get the deflection 3.4 ?

[@sanjaygopal9293]

Thanx sir

[@smitapathak8270]

sir its urgent....find the slope of a simply suported beam with udl using castiglianos 2nd theorem

[@rakeshlalofficial1343]

192 sir q apply kiye

[@Harsh-it3hf]

Sir aapne yaha (l)^3ki jgh only 6000 likha yaha (6000)^3 nhi aaega kya

[@BaljeetKaur-ed2sj]

Ryt same dout

[@BaljeetKaur-ed2sj]

Ryt same dout

[@sarbagyaadhkari6159]

Sir i request you to solve this question ... please sir A reservior A feeds two lower reserviors B and C through a single pipe 10 km long, 75O mm diameter, having a downward slope of 0.0022. This pipe then divides into two branch pipes, one 5.5 km long laid with a downward slope of 0.00275 (going to B), the other 3 km long having a downward slope of 0.0032(going to C) . Calculate the necessary diameter of the branch pipes so that the steady flow rate in each shall be 0.24 cubic meter per second when the level in each reservior is 3 m above the end of the corresponding pipe. Neglect all losses except pipe friction and take f=0.024 throughout.

[@shaukatali9248]

Sir Theory of structure me fixed beam Batao

[@AbhishekKumar-mz8jt]

Good

[@nitrozox212]

Hello sir, I am preparing for Jee advanced and have some doubts in fluids. Sir can you give any contact of yours if you would like to help ? Thank you sir 😁

[@amitkumarsoni2412]

Sir, Combined direct and bending stress par banaiya . Please

[@rahulbhati4749]

Ye dislike kon krta hai bhai tumhe nhi padhna atleast dislike toh mat kro

[@rahulbhati4749]

Aisa master nasseb vale ko milta hai