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Storage Tank Design Under External Pressure
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Tand diameterTank shell height
Design liquid levelSpecific gravity of liquid
Allowable design stressAllowable stess in tension ring
Minimum yield strength of all steelSpecified corrosion allowane
Tank bottom plate thickness
Design external pressure (gauge)Design wind velocityMaximum wind pressureDesign snow loadRoof design live loadMofulus of elasticityShell course height and thicknesses calculated by the one foot method are as follows
Required MinimumCoruse (H-1) Thickness ThicknessNumber (ft) (in) (in)
1 7 0.059 5/162 15 0.126 5/163 23 0.193 5/164 31 0.261 5/165 39 0.328 0.3286 47 0.395 0.395
Calculate the transformed shell heightActual Shell Transformed Shell
Course Course Height Thickness Course HeightNumber (ft) (in) (ft)
1 8 0.3125 8.002 8 0.3125 8.003 8 0.3125 8.004 8 0.3125 8.005 8 0.328 7.096 8 0.395 4.45
Sum = 48 Sum = 43.54
Check that buckling will occur elastically in the unstiffened cylindrical shell
Minimum thickness of thinnest shell course
Transformed height of tank shell
Buckling ratioBuckling will occur elastically
Calculate the minimum shell thickness tequired for the combined loading from design external pressure and wind
Total design external pressure for design of shell
Required minimum shell thickness
The required thickness is greater than the available thickness and the shell must be stiffened
Calculate the macimum spacing of intermediate stiffeners
Maximum height of unstiffened shell permitted based on the calculated minimum thickness
D 75 ftH 48 ft
48 ft
23,200 lb/in^2f 21,600 lb/in^2
36,000 lb/in^20
3/8 in
0.6 lb/in^2 Min Value 0.036 lb/in^2 0.248211 kPaV 120 mph Max Value 1 lb/in^3 6.89476 kPaW 31 lb/ft^2S 0 lb/ft^2
E 30,000,000 lb/in^2
Transformed ShellCourse Height
(ft)8.008.008.008.007.094.45
43.54
0.3125 in
43.54 ft
1.23
Calculate the minimum shell thickness tequired for the combined loading from design external pressure and wind
86.4 lb/ft^2
0.698 in
Hin
Sd
Fy
tb
Pe
tsmin
HTS
R Buckling
Ps
tsmin required