4/28/2023 0 Comments Api 650 tank design software free![]() ![]() ![]() height Height of Design shell Design shell Hyd. (Kg/m 3 ) 7850 INPUT OUTPUT SHELL By one foot method. DESIGN OF STEEL STORAGE TANKS AS PER API-650 (Diameter <=3m) SELF-SUPPORTED CONE ROOF DESIGN DATA Service HSD SERVICE Allowable Design Stress (S d ) PSI 23200 ee Table 3-2 on page Capacity 21 KL Allowable Test Stress (S t ) PSI 24900 3-7 of API - 650 Type of tank Self Supported Cone Roof Specific Gravity of Liquid (G) 0.87 Dia of tank (feet) 10.004 Corrosion Allowance (CA) (inches) 0.118 By Client Height of tank (feet) 9.512 Slope of roof 1 : 5 Slope of bottom Flat Bottom Width Length Full coarse Full width A 1220 2440 Plate Data Full coarse Partial width B 1220 2265 Plate width (meter) 2.4390 Partial coarse Full width C 461 2440 Plate height (meter) 1.2195 Partial coarse Partial width D 461 2265 Den. ![]()
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