Which of the following are the additional moments considered for design of slender compression member in lieu of deflectiion x and y directions ?(Where Pu is axial load; lex and ley are effective lengths in respective directions; D depth of section to major axis; b width of the member)

• A. <img src="/_files/images/civil-engineering/upsc-civil-service-exam-questions/24-1289-1.png">
• B. <img src="/_files/images/civil-engineering/upsc-civil-service-exam-questions/24-1289-2.png">
• C. <img src="/_files/images/civil-engineering/upsc-civil-service-exam-questions/24-1289-3.png">
• D. <img src="/_files/images/civil-engineering/upsc-civil-service-exam-questions/24-1289-4.png">