In the absence of body forces, the equilibrium stress distribution for a certain body is Oxx= Ay ; Also, the boundary plane x-y=0 of the body is free of any stress. Txy=X ; Oyy= Bx+Cy; 0„=½ (Ay+ Br+Cy) (a) Determine the value of C (b) Determine the value of A and B

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