API standard 650 mechanically-anchored flat-bottom tanks slab foundations
Bearing on FoundationsFoundations shall preferably be designed to resist the load exerted by the API Standard 620 tank and its contents when the tank is filled with water to the design liquid level. Foundations shall be designed at least for the maximum operating conditions including the wind load. During the API standard 650 mechanically-anchored flat-bottom tanks water test, the total load on the foundation shall not exceed 125% of the allowable loading. If necessary, the water level during the test may be reduced below the design liquid level line so as not to exceed the 25% maximum overload (see Q.8.1.2).
The calculated thickness of the above-mentioned wall panels required by the hydrostatic pressure is also It API standard 650 mechanically-anchored flat-bottom tanks should be increased by the same ratio, unless special analysis is performed to determine the seismic overturning moment and the corresponding stress at the bottom of the wall of each layer of API 650 tank.
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}The main content of the inspection of the safety management of metal atmospheric API standard 650 mechanically-anchored flat-bottom tanks is whether the filed data of the storage tanks are complete; whether the operators have received safety management training; whether the problems detected in the past have been resolved. The main inspection content of the tank body of the metal atmospheric pressure storage tank is whether the tank top, tank wall, and bottom plate of the storage tank are deformed, dented, seepage and perforation, etc.; whether the API standard 650 mechanically-anchored flat-bottom tanks accessories are complete and whether there are any abnormalities; No sinking, tilting, etc.
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