A rectangular column shown in the given figure carries a load P having eccentricities ex and ev along X and Y axes. The stress at any point (x, y) is

• A. <img src="/_files/images/civil-engineering/theory-of-structures/93-21-138-1.png">
• B. <img src="/_files/images/civil-engineering/theory-of-structures/93-21-138-2.png">
• C. <img src="/_files/images/civil-engineering/theory-of-structures/93-21-138-3.png">
• D. <img src="/_files/images/civil-engineering/theory-of-structures/93-21-138-4.png">