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imagesExample Single Vertical - US EPAa single vertical cylindrical tank. In this example, there are no other objects or structures within the dike or berm that will displace the volume of the secondary containment. Steps 1. Determine the volume of the secondary containment, V. SC . 2a. Determine the volume of the tank when the tank shell . capacity is unknown, V. Tank . 2b.Images
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DESIGN OF STEEL STORAGE TANKS AS PER API-650 SELF-SUPPORTED CONE ROOF DESIGN DATA Service HSD SERVICE Allowable Design St Capacity 21 KL Allowable Test Stre Type of tank Self Supported Cone Roof Specific Gravity of L Dia of tank (feet) 10.004 Corrosion Allowance Height of tank (feet) 9.512 Slope of roof 1 5 Slope of bottom Flat Bottom Plate Data
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