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civil engineering steel structure design
1. 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): none of these.
(D): total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment
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