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Civil Engineering - Steel Structure Design - Discussion

Discussion Forum : Steel Structure Design - Section 5 (Q.No. 3)
Steel Structure Design
3.
Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of
area of compression flange at the minimum bending moment to the corresponding area at the point of maximum bending moment
area of tension flange at the minimum bending moment of the corresponding area at the point of maximum bending moment
total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment
none of these.
Answer: Option
Explanation:
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