Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

105.5 MPa on gross area
150.0 MPa on gross area
105.5 MPa on net area
95.0 MPa on net area

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

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Design of Steel Structure
The mechanism method and the statical method give

upper bound on the strength of structure
lower and upper bounds respectively on the strength of structure
lower bound on the strength of structure
upper and lower bounds respectively on the strength of structure

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