For eccentrically loaded columns, the bending factor is

• A. <img src="/_files/images/civil-engineering/steel-structure-design/98-14-79-1.png">
• B. <img src="/_files/images/civil-engineering/steel-structure-design/98-14-79-2.png">
• C. <img src="/_files/images/civil-engineering/steel-structure-design/98-14-79-3.png">
• D. <img src="/_files/images/civil-engineering/steel-structure-design/98-14-79-4.png">