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

Question

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

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

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Dividing the sum of axial load and eccentric load by the product of the bending moment and appropriate bending factor

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None of these

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