Design of Steel Structure
The sway bracing is designed to transfer

2Vi % of the top panel wind load to bottom bracing
10% of the top panel wind load to bottom bracing
50% of the top panel wind load to bottom bracing
25% of the top panel wind load to bottom bracing

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

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