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A circular solid rod of diameter d weldedto 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                

(a) T/ $\pi$td2                        (b) 2T/ $\pi$ td2

(c)4T/ $\pi$td2                              (d)2T/ $\pi$ td3      

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