The bottom of API Std 650 unanchored flat-bottom tank
This API 650 tank standard does not present orstablish a fixed series of allowable tank sizes: instead, it s intended to permit the purchaser to select whatever size API Std 650 unanchored flat-bottom tank tank may best meet his needs.
Usually, the wind load in the API Std 650 unanchored flat-bottom tank construction area should be considered before the tank design and construction. The wind load in the API Std 650 unanchored flat-bottom tank construction area has an impact on the stability and economy of the API Std 650 unanchored flat-bottom tank. 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 Std 650 unanchored flat-bottom tank, the shape of the ladder, the platform, the pipeline and the top cover must be considered.
The tank shall be filled with water to the design liquid level unless height is limited as noted in API 620 standard Q.8.1. After the tank is filled with water and before the pneumatic pressure is applied, anchorage, if provided, shall be tightened against the hold-down brackets. All welds in the API Std 650 unanchored flat-bottom tank shell, including the corner weld between the shell and the bottom, shall be visually checked for tightness.
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