If a circular beam of diameter d experiences a longitudinal strain P/E and a lateral strain 2P/mE, the volumetric strain is
(A) (P/E) + (2P/mE)
(B) (P/E) - (2P/mE)
(C) (P/E) + (mE/2P)
(D) (P/E) - (mE/2P)
(A) (P/E) + (2P/mE)
(B) (P/E) - (2P/mE)
(C) (P/E) + (mE/2P)
(D) (P/E) - (mE/2P)