Civil Engineering - Steel Structure Design - Discussion

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

[A]. area of compression flange at the minimum bending moment to the corresponding area at the point of maximum bending moment
[B]. area of tension flange at the minimum bending moment of the corresponding area at the point of maximum bending moment
[C]. total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment
[D]. none of these.

Answer: Option C

Explanation:

No answer description available for this question.

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