Q. A closed thin-walled tube has thickness, 𝑡, mean enclosed area within the boundary of the centerline of tube’s thickness, 𝐴𝑚, and shear stress, 𝜏. Torsional moment of resistance, T, of the section would be
(A) 0.5𝜏𝐴𝑚𝑡
(B) 𝜏𝐴𝑚𝑡
(C) 2𝜏𝐴𝑚𝑡
(D) 4𝜏𝐴𝑚𝑡
Ans:
τt=T/2Am
⇒T=2Amτt




