Discussion :: Steel Structure Design - Section 2 (Q.No.43)
For eccentrically loaded columns, the bending factor is
Answer: Option C
No answer description available for this question.
|Raj said: (Dec 8, 2014)|
|We know M/I = F/y.
So M = F*Z, Z section modulus. Therefore we can write M = P*(Z/A).
May be answer is D.
|Michael said: (Oct 4, 2016)|
|What is the right answer anyone know?|
|Garry said: (Jan 19, 2018)|
|I totally agree @ Raj the correct answer should be option d.|
|Uttudon said: (Oct 3, 2018)|
|Z/A is the correct answer. So, Option D is correct.|
|Pooja said: (Dec 22, 2019)|
|M/I = f/y
f = M X y/I
= M /Z
Load = M * A/Z so answer is C.
|Ashish Sharma said: (Sep 15, 2020)|
|D is the correct answer.|
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