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 momentB-area of tension flange at the minimum bending moment of the corresponding area at the point of maximum bending momentC-total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending momentD-none of these.-C-total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment

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C total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment No answer description is available.

Steel Structure Design - Engineering

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

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Steel Structure Design - Engineering

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

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For help Students Orientation Mcqs Questions

For help Students Orientation
Mcqs Questions