

Steel Structure Design - Engineering
Q1: On eccentrically loaded columns, the equivalent axial load may be obtained byA 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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