API standard 650 SUG II tanks welding methods

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

The ring of API standard 650 SUG II tanks annular plates shall have a circular outside circumference, but may have a regular polygonal shape inside the tank shell with the number of sides equal to the number of annular plates. These pieces shall be butt-welded in accordance with API Standard 620 R.7.1.1, Item b. The plates of the first shell course shall be attached to the annular bottom plates by welds as required by API Standard 620 5.9.5 except when a full penetration weld is used or required.

The API 650 specification provides guidelines for the API standard 650 SUG II tanks design, manufacturing, materials, installation and inspection of welded vertical and cylindrical tanks. Such containers must be on the ground and have a closed or open top.

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