The correct option is A Tαb2d
Torsional constant of a rectangular,section of width b and depth d (b < d) may be expressed as
J=b3d
For T, L and I sections torsion,canstant,
J=∑13b3idi
where bi and di are the-dimensions of e.ach of the component rectangles into which the:s.ection may be divided.
Torsional shear stress for rectangular section
τ=Tαb2d
For T, L and.J,sections torsional shear stress may be calculated for each component rectangle by considering them subjected to torsional moment
T′i=T[b3idi∑b3idi]