BIZOMAT MAKEOS · Strength

Tank Wall Panel under Liquid Pressure (Force, Plate Stress, Deflection)

What liquid pressure and force act on this flat tank wall, and is a panel between stiffeners thick enough in stress and deflection?

Check of a flat-walled (rectangular) tank: pressure at the bottom, the resultant force on the wall and its centre of pressure (as the hydrostatic force tool), and a rectangular panel between stiffeners treated as simply supported under the bottom pressure (conservative), with its bending stress and centre deflection (as the rectangular plate tool), the thickness needed for the allowable stress, and checks against the allowable stress and deflection limit.

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How this tool works

Inputs, units and where to find them

InputUnitTypical source
Liquid depthmDepth of liquid above the tank floor.
Liquid densitykg/m³Density of the liquid.
Wall widthmWidth of the wall.
Gas pressure above the liquidkPaGas or vapour pressure above the liquid (0 for an open tank).
Panel long side (between stiffeners)mmLonger side of the panel between stiffeners.
Panel short sidemmShorter side of the panel.
Plate thicknessmmPlate thickness (after corrosion allowance).
Elastic modulusGPaElastic modulus of the plate.
Allowable bending stressMPaAllowable bending stress in the plate (your design value).
Largest panel deflectionmmLargest deflection you accept at the panel centre.

What each input means

Open an input to see what it is, its units, the worked example and the common mistakes, with a small diagram.

What this means: Liquid depth
Illustration: Liquid depthA block with a vertical dimension line from its base to its top, marking the height Liquid depth.hExample: 2 mLiquid depth
What it is
The depth of liquid from its free surface down to the tank floor.
Units and format
Enter a number in m: metres. The form accepts 0.000001 m to 50 m. Required: the tool does not calculate until every input is valid.
Example
The form opens with 2 m as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
Effect on the result
Floor pressure rises in proportion; the total wall force rises with the square of depth.
Get it right
Metres, while the panel sizes are in millimetres.
What this means: Liquid density
Illustration: Liquid densityA cube of material: density Liquid density is its mass divided by the volume it fills.massvolumeρExample: 1000 kg/m³Liquid density
What it is
The density of the liquid held in the tank, which sets the hydrostatic pressure.
Units and format
Enter a number in kg/m³: kilograms per cubic metre. The form accepts 100 kg/m³ to 3000 kg/m³. Required: the tool does not calculate until every input is valid.
Example
The form opens with 1000 kg/m³ as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
What this means: Wall width
Illustration: Wall widthA bar with a dimension line and arrows from one end to the other, marking the length Wall width.wExample: 3 mWall width
What it is
The horizontal width of the tank wall holding the liquid, used for the total force on the wall.
Units and format
Enter a number in m: metres. The form accepts 0.000001 m to 200 m. Required: the tool does not calculate until every input is valid.
Example
The form opens with 3 m as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
What this means: Gas pressure above the liquid
Illustration: Gas pressure above the liquidA pressure gauge whose needle moves with Gas pressure above the liquid; the needle follows the value you type.p_sExample: 0 kPaGas pressure above the liquid
What it is
Any gas or vapour pressure above the liquid surface, added to the liquid pressure on the wall.
Units and format
Enter a number in kPa: kilopascals. The form accepts 0 kPa to 1000 kPa. Required: the tool does not calculate until every input is valid.
Example
The form opens with 0 kPa as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
Get it right
0 = open tank; enter gauge pressure.
What this means: Panel long side (between stiffeners)
Illustration: Panel long side (between stiffeners)A bar with a dimension line and arrows from one end to the other, marking the length Panel long side (between stiffeners).LExample: 1000 mmPanel long side (between stiffeners)
What it is
The longer side of one flat plate panel between neighbouring stiffeners or wall edges.
Units and format
Enter a number in mm: millimetres. The form accepts 0.000001 mm to 10000 mm. Required: the tool does not calculate until every input is valid.
Example
The form opens with 1000 mm as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
What this means: Panel short side
Illustration: Panel short sideA bar with a dimension line and arrows from one end to the other, marking the length Panel short side.lExample: 600 mmPanel short side
What it is
The shorter side of the plate panel between stiffeners.
Units and format
Enter a number in mm: millimetres. The form accepts 0.000001 mm to 10000 mm. Required: the tool does not calculate until every input is valid.
Example
The form opens with 600 mm as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
Get it right
It must not exceed the long side.
What this means: Plate thickness
Illustration: Plate thicknessThe cross-section of a plate or wall with a dimension across its thickness, marking Plate thickness.tsection through the materialExample: 7 mmPlate thickness
What it is
The thickness of the wall plate, after deducting any corrosion allowance.
Units and format
Enter a number in mm: millimetres. The form accepts 0.000001 mm to 200 mm. Required: the tool does not calculate until every input is valid.
Example
The form opens with 7 mm as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
Effect on the result
Bending stress falls with the square of thickness and deflection with the cube.
What this means: Elastic modulus
Illustration: Elastic modulusA stress against strain graph whose straight starting slope is the stiffness value Elastic modulus.stressstrainEExample: 200 GPaElastic modulus
What it is
Young’s modulus of the plate material, from the material data. It is used only for the panel deflection.
Units and format
Enter a number in GPa: gigapascals (1 GPa = 1000 MPa). The form accepts 0.000001 GPa to 400 GPa. Required: the tool does not calculate until every input is valid.
Example
The form opens with 200 GPa as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
Get it right
Enter it in GPa, not MPa: 1 GPa = 1000 MPa, so divide a data-sheet value given in MPa by 1000.
What this means: Allowable bending stress
Illustration: Allowable bending stressA test bar pulled from both ends: stress Allowable bending stress is the force carried by each square millimetre of its cross-section.σstress = force ÷ areaExample: 160 MPaAllowable bending stress
What it is
The largest bending stress you accept in the plate, from the material strength and your design code.
Units and format
Enter a number in MPa: megapascals (1 MPa = 1 N/mm²). The form accepts 0.000001 MPa to 2000 MPa. Required: the tool does not calculate until every input is valid.
Example
The form opens with 160 MPa as a worked example. It is an illustration, not a recommended value: replace it with your own figure.
What this means: Largest panel deflection
Illustration: Largest panel deflectionA bar with a dimension line and arrows from one end to the other, marking the length Largest panel deflection.LExample: 5 mmLargest panel deflection
What it is
The largest deflection you accept at the panel centre, for appearance, linings, coatings or fittings.
Units and format
Enter a number in mm: millimetres. The form accepts 0.000001 mm to 200 mm. Required: the tool does not calculate until every input is valid.
Example
The form opens with 5 mm as a worked example. It is an illustration, not a recommended value: replace it with your own figure.

Method and formulas

  1. Bottom pressure p = p_s + ρ g h; wall force = ρ g w h² ÷ 2 + p_s w h; centre of pressure from the floor (as the hydrostatic force tool).
  2. Simply supported rectangular panel under uniform pressure p: σ = 0.75 W ÷ [t² (L ÷ l + 1.61 l² ÷ L²)]; deflection = 0.1422 W ÷ [E t³ (L ÷ l³ + 2.21 ÷ L²)], W = p L l (as the rectangular plate tool).
  3. Thickness for the allowable: t = √{0.75 W ÷ [σ_allow (L ÷ l + 1.61 l² ÷ L²)]}.
  4. Example: 2 m of liquid gives 19.613 kPa at the floor; a 1000 × 600 mm panel of 7 mm plate runs at 80.187 MPa and deflects 3.5665 mm.

Limitations

  • The bottom pressure is applied to the whole panel (conservative for upper panels).
  • Stiffeners, corners and floor joints need their own design.
  • Example values are illustrations. Replace them with values for your actual task.

Typical uses

  • Size the plate of a rectangular water or chemical tank
  • Choose stiffener spacing for a tank wall
  • Check an existing tank for a heavier liquid

Who it is for

  • Structural engineers
  • Fabrication supervisors
  • Plant engineers

What you get

  • Bottom pressure, wall force and centre of pressure
  • Panel stress and deflection
  • Thickness needed and checks

Interpreting the result

  • Halving the short side of the panel cuts the stress roughly four times: closer stiffeners save plate.

References

  • Machinery’s Handbook, 29th edition (Industrial Press, 2012), printed pp. 3024–3027, 288–290. Topic reference; no source tables or recommended settings are reproduced.

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Open the Tank Wall Panel under Liquid Pressure (Force, Plate Stress, Deflection) calculator