API standard 650 ground-supported liquid storage tanks depth of fusion

Usually, the wind load in the API standard 650 ground-supported liquid storage tanks construction area should be considered before the tank design and construction. The wind load in the API standard 650 ground-supported liquid storage tanks construction area has an impact on the stability and economy of the API standard 650 ground-supported liquid 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 standard 650 ground-supported liquid storage tanks, the shape of the ladder, the platform, the pipeline and the top cover must be considered.

Large Steel Storage Tank Anchorage
In addition to the loads in API 620 oil storage tank Q.4, Q.5.1, and Q.5.2, the anchorage for the tank that contains liquid, whether it be a single-wall tank or the inner tank of a double-wall tank, shall be designed to meet the requirements of Q.3.6.2 through Q.3.6.5. The anchorage shall accommodate movement of the tank wall and bottom caused by thermal changes. For anchored flat-bottom tanks, the anchorage shall be designed as described in Q.3.6.4.1 through Q.3.6.4.3.

API 650 petroleum storage tank body design is mainly the design of tank bottom, API standard 650 ground-supported liquid storage tanks tank top and tank wall, and the design of tank wall is particularly important. As the main pressure bearing part of API 650 petroleum storage tank, the tank wall bears loads including liquid pressure, wind pressure, seismic load, opening stress, etc. The calculation of such loads is explained in detail in various API standard 650 ground-supported liquid storage tanks storage tank design standards. But in addition, the API 650 petroleum storage tank wall also bears the push-pull force and torque of the connected pipeline.

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