![]() ![]() ![]() 3.6.3.2 on page 3-7 of API - 650 Height of Design shellDesign shell Hyd. HFO 2739 m^3 Supported cone roof 49.20 50.84 1:5 1:100.Īllowable Design Stress (Sd) PSI Allowable Test Stress (St) PSI Specific Gravity of Liquid (G) Corrosion Allowance (CA)įull coarse Full width Full coarse Partial width Partial coarse Full width Partial coarse Partial width Service Capacity Type of tank Dia of tank (feet) Height of tank (feet) Slope of roof Slope of bottom Plate Data Plate width (meter) Plate height (meter) Den. ![]() Radius ofSlenderness Gyration Ratio (r) inches L/r 3.674 Outside Inside of ColumnDiameter Diameter lbs. DESIGN OF STEEL STORAGE TANKS AS PER API-650 (Diameter 131.7 then Cma= t/rĭESIGN OF STEEL STORAGE TANKS AS PER API-650 (Diametet greater than 10 m but less than 20m) Supported Cone Roof Without Column DESIGN DATA ![]()
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