A column ABCD (2y1 x 2y2) of rectangular section carries a load P at Z having the co-ordinates (x, y) as shown in the given figure.If the compressive streses are taken as positive and area A = 2y1 x 2y2 = 4y1 y2 and the moment of inertia about x and y axis being Ixx and Iyy respectively, then the stress at the corner D is

• A. <img src="/_files/images/civil-engineering/upsc-civil-service-exam-questions/55-345-1.png">
• B. <img src="/_files/images/civil-engineering/upsc-civil-service-exam-questions/55-345-2.png">
• C. <img src="/_files/images/civil-engineering/upsc-civil-service-exam-questions/55-345-3.png">
• D. <img src="/_files/images/civil-engineering/upsc-civil-service-exam-questions/55-345-4.png">