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

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

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