A circular solid rod of diameter ‘d’ welded to a rigid flat plate by a circular fillet weld of throat thickness ‘t’ is subjected to a twisting moment ‘T’. The maximum shear stress induced in the weld is

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UPPSC AE Mechanical 2019 Official Paper I (Held on 13 Dec 2020)
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Explanation:

Welded joint subjected to twisting moment:

We know that the shear stress induced by twisting moment 
where,

T = twisting moment, Zp = section modulus of weld section 

Jp = Ixx + Iyy = polar moment of inertia of weld section 

Ixx, Iyy = moment of inertia along x-x and y-y direction,

d = 2r = diameter of rod

The moment of inertia of annular fillet is obtained by considering a small element of:

δA = area of small section = rdθ × t

δIxx = yδA

Integrating the above expression we get the moment of inertia in the x-x plane

Ixx = Iyy = πtr3

Jp = Ixx + Iyy = πtr3 + πtr3 = 2πtr3

Note: Remember the formula of polar moment of inertia (Jp) for a circular filler to save your time in the exam.

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