Discussion :: Steel Structure Design
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On eccentrically loaded columns, the equivalent axial load may be obtained by
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A.
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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B.
adding the axial load and eccentric load and subtracting the product of bending moment and appropriate bending factor
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C.
dividing the sum of axial load and eccentric load by the product of the bending moment and appropirate bending factor
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D.
none of these.
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