API standard 650 carbon and low-alloy steel tanks datum plate
Uplift on FoundationFor API Standard 620 tanks with an internal design pressure less than 1 lbf/in.2 gauge, the uplift shall be taken as the smaller of the maximum uplift values computed under the following conditions:a)The internal design pressure times 1.5 plus the design wind load on the shell and roof.b)The internal design pressure plus 0.25 lbf/in.2 gauge plus the design wind load on the shell and roof.
The seismic effects on the tank wall of API 650 oil storage tank include the inertia moment generated by the weight of the API standard 650 carbon and low-alloy steel tanks tank and the hydrodynamic pressure of the reservoir, which can be divided into short period pulse pressure and long period fluid slopping convective pressure.
In November of 2015, Thailand one company contacted with us from Internet. They are find the trustable supplier of S355J2H seamless pipe API standard 650 carbon and low-alloy steel tanks for there cable car supporter. Due to the special using of the pipes, they are very careful and servious when choosing the supplier. After one months contact and discussion by email, they come to our company. We drive to the pipe mill for visit of 2 days. Through this visit, they are very confident with our production ability and proucts quality. Finally, they accept the grade we suggest Q345D. After back to office, they put the order of 1400 tons pipe to us directly.
}Usually, the wind load in the API standard 650 carbon and low-alloy steel tanks construction area should be considered before the tank design and construction. The wind load in the API standard 650 carbon and low-alloy steel tanks construction area has an impact on the stability and economy of the API standard 650 carbon and low-alloy steel 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 standard 650 carbon and low-alloy steel tanks, the shape of the ladder, the platform, the pipeline and the top cover must be considered.
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