Sir, how to know when to use section modulus or polar moment of inertia in a welded joints designing problem?
@i_m_ankit5933 жыл бұрын
Couple is generated and twisting happening in the plate as a result that's y we r using polar moment of inertia
@user-ss6jn5zx4s Жыл бұрын
สุดยอดเลยครับ
@i_m_ankit5933 жыл бұрын
We can also check the max stressed point as points closer to the applied load are always critical lyk A n D in this 👍🏼
@kalenagrajj3 жыл бұрын
Excellent 👌 sir keep making video very helpful 🌻
@beoptimistic58533 жыл бұрын
kzbin.info/www/bejne/rHenfpR-hpmejZo 💐
@i_m_ankit5933 жыл бұрын
Very nice 👍🏼
@wpegley3 жыл бұрын
Formula Tr is incorrect. Your formula should read Tr = sqrt(Tsx^2 +(Tpy +Ts.Cos.a°)^2) You need to add like for like IE Vert. Tp is Component 1, is all primary, Secondary Shear has 2 component x & y vectors. To which x is horizontal, and Tsy is added to Tp. Both sqrt(x^2+y^2) =T(total). Like any other vector triangle.
@amitabhmishra45954 жыл бұрын
Eccentric load means what sir??
@profnawazepatshala5574 жыл бұрын
It means the load acting is not at Cg it is away (Eccentric) from the central axis
@414jeevankumar23 жыл бұрын
Sir pls make video on welding were the w is not give how to do