48m diameter API Std 650 partially anchored liquid-storage tanks
The foundation design of the API Std 650 partially anchored liquid-storage tanks should meet the requirements of foundation stability and deformation, that is, the API Std 650 partially anchored liquid-storage tanks foundation should not be crushed and the uneven settlement value of the foundation should be within the allowable range. The uneven settlement of the storage tank foundation should be specified in the design process of the safe allowable range, because excessive uneven settlement will reduce the safety of the API Std 650 partially anchored liquid-storage tanks and cause distortion and deformation of the tank wall and bottom plate.
When the API Std 650 partially anchored liquid-storage tanks top shell course is the minimum thickness indicated in 5.10.4, Table 5-6 and Figure 5-6, details a – e, h and i, the minimum anchorage shall be designed for normal loads as specified by the Purchaser and by this standard. See 5.11.2.3 for the allowable stress. When the top shell course is thickened beyond the minimum thickness provided in Table 5-6 or as in Figure 5-6, details f and g, or a knuckle is used, the minimum anchorage shall be designed for three times the internal design pressure. The allowable stress for this loading is 90% of the minimum specified yield strength of anchorage material.
The API 650 petroleum storage tank standard is one of the most widely used design specifications. It is the API 650 standard of the American Petroleum Institute. The main goal of the API 650 standard is to promote the purchase and construction of vertical, above-ground, and welded manufacturing API Std 650 partially anchored liquid-storage tanks tanks through the requirements contained in its parts to ensure that the required safety regulations are met.
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