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

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Design of Steel Structure
The sway bracing is designed to transfer

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

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