A283 Gr C plates API Std 650 aboveground welded storage tanks
The internal floating plate of internal floating roof tank of API 650 tank is different from that of open floating plate of API Std 650 aboveground welded storage tanks External floating roof tank of API 650 tank, so it is impossible to have rain and snow load.
Shell Stiffening Rings for Tanks That Contain LiquidInternal or external shell stiffening rings may be required to maintain roundness when the tank is subjected to wind, vacuum, or other specified loads. When API Std 650 aboveground welded storage tanks stiffening rings are required, the stiffener-to-shell weld details shall be in accordance with Figure Q-1 and Q.3.5.2 through Q.3.5.5.Three-plate laps or butt-weld junctions in tank bottoms shall be not closer than 12 in. from each other or from the butt-welds of the annular plates.Bottom plates, other than annular bottom plates for a 9% or 5% nickel steel or stainless steel tank that contains liquid, may have a minimum thickness of 3/16 in. exclusive of any specified corrosion allowance.
Usually, the wind load in the API Std 650 aboveground welded storage tanks construction area should be considered before the tank design and construction. The wind load in the API Std 650 aboveground welded storage tanks construction area has an impact on the stability and economy of the API Std 650 aboveground welded storage tanks. In the area with large wind load, it is safe to design the tank as "squat". When calculating the wind force, the influence of the thickness of the insulation layer of the API Std 650 aboveground welded storage tanks, the shape of the ladder, the platform, the pipeline and the top cover must be considered.
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