Generally the maximum deflection/span ratio of a steel member should not exceed

• A. <img src="/_files/images/civil-engineering/gate-exam-questions/891-60-1.png">
• B. <img src="/_files/images/civil-engineering/gate-exam-questions/891-60-2.png">
• C. <img src="/_files/images/civil-engineering/gate-exam-questions/891-60-3.png">
• D. <img src="/_files/images/civil-engineering/gate-exam-questions/891-60-4.png">