Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
Bending moment due to 2.5% of the column load
2.5% of the column load
Shear force due to 2.5% of the column load

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Design of Steel Structure
The bracing between two columns of a steel tank will be designed to resist

horizontal, shear due to wind or earthquake + 2.5% of column loads
horizontal shear due to wind or earthquake only
column loads + 2.5% of horizontal shear due to wind or earthquake
column loads + full horizontal shear due to wind or earthquake

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