The magnitude of maximum shear stress is
(a) ± (1/2)[ ((σx –σy) 2 + 4 τ 2 )) 0.5 ]
(b) ± (1/2)[ (1/2)((σx –σy) 2 + 4 τ 2 )) 0.5 ]
(c) ± (1/2)[ ((1/2)(σx –σy) 2 + 4 τ 2 )) 0.5 ]
(d) None
(a) ± (1/2)[ ((σx –σy) 2 + 4 τ 2 )) 0.5 ]
(b) ± (1/2)[ (1/2)((σx –σy) 2 + 4 τ 2 )) 0.5 ]
(c) ± (1/2)[ ((1/2)(σx –σy) 2 + 4 τ 2 )) 0.5 ]
(d) None