I just have a small doubt. In composite beam problem, while finding sigma max. why sir took h=300 in Z formula why not 150 as the depth of NA for total steel section would be 150 mm from top or bottom. But in calculation sir have treated as if NA is at bottom. Just confused
sir your teaching style is great...really nice explanation and easy to understand...
I was waiting for deflection to start ❤️❤️❤️❤️
Supperb concept❤❤❤❤❤
BOMB class sir ekdam💥💥💥💥💥
I just have a small doubt. In composite beam problem, while finding sigma max. why sir took h=300 in Z formula why not 150 as the depth of NA for total steel section would be 150 mm from top or bottom. But in calculation sir have treated as if NA is at bottom. Just confused
Thank you for the session sir
Thank u so much Sir 💜
how painful to see views and like counts people just learn and dont support this brillent free study package.
Deflection most wanted topic......
Complex stresses (mohr circle)
Thin And thick pressure vessel
Column
👍👍
Sir aapka tiny url link nahi open ho raha hai 8s there any problem
Sir i think u have mistakenly put the wrong pdf in urr tinyurl at lecture 5 .... The pdf is of lecture 3 in lecture 5 ... Plzz take a look sir ☺️
Best 👌
🔥🔥🔥🔥🔥🔥🔥🔥🔥🔥🔥🔥
❤️❤️
How can be a person dislike this video? It's very sad
Prabhakarna Sripalawardhana Atapattu Jayasuriya Laxmansriramkrishna Shivavenkata Rajasekara Sriniwasana Trichipalli Yekya Parampeel Parambatur Chinnaswami Muthuswami Venugopal Iyer
Shear stress in beams bhi cover karna hai sir😂😂😂
Achha hua bata diya bhai, mujhe pata hi nhi tha. Pehli baar padha rha hoon na
@@FilmKeeda 😂😂😂😂sir aapne iss topic ka naam nahi liya to mai samjha bhool gaye honge😂😂😂
Bura mat maniyega sir❤️❤️
1300 views in half an hour... It is going extremely good sir
@@kimjongunnorthkoreawale4927 main bhi mazam me hi bola bhai, domt worry 😂😂😂
@@FilmKeeda 😌😌