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A662 Gr C plates api 620 design of large low-pressure storage tanks

A662 Gr C plates api 620 design of large low-pressure storage tanks

A662 Gr C plates api 620 design of large low-pressure storage tanks

Usually, the wind load in the api 620 design of large low-pressure storage tanks construction area should be considered before the tank design and construction. The wind load in the api 620 design of large low-pressure storage tanks construction area has an impact on the stability and economy of the api 620 design of large low-pressure 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 620 design of large low-pressure storage tanks, the shape of the ladder, the platform, the pipeline and the top cover must be considered.

API 620 Steel Oil Tank Bottom and Shell Support
The tank api 620 design of large low-pressure storage tanks under-bottom insulation shall be designed to resist the combined pressures from the product load, the overturning seismic load and the vertical seismic load. These seismic pressures may be combined by SRSS.
The bearing ring under the shell shall be designed to resist the calculated OLE peak compressive force in the tank shell due to overturning (see API 650 oil tank, Section E.6.2.2), including dead and live loads. A 33 % increase in allowable bearing stress is permitted.

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