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Steel Structure Design

Q1:

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

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

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

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

D none of these.

ANS:A - adding the axial load, eccentric load, the product of the bending moment due to eccentric load and the appropriate bending factor

Agree @Praveen. Thanks.



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