Civil Engineering - Steel Structure Design - Discussion

Discussion Forum : Steel Structure Design - Section 3 (Q.No. 39)

Steel Structure Design

39.

On eccentrically loaded columns, the equivalent axial load may be obtained by

adding the axial load, eccentric load, the product of the bending moment due to eccentric load and the appropriate bending factor

adding the axial load and eccentric load and subtracting the product of bending moment and appropriate bending factor

dividing the sum of axial load and eccentric load by the product of the bending moment and appropirate bending factor

none of these.

Answer: Option

Explanation:

No answer description is available. Let's discuss.

Discussion:

2 comments Page 1 of 1.

MJM Gcek said: 4 years ago

Agree @Praveen. Thanks.

Praveen said: 7 years ago

I think B is thecorrect answer.

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