Square Tube Center Calculator

Results

Inertia

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Modulus

0

Radius

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Area

0

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What is Square Tube Center?

This calculator finds four geometric properties of a hollow square section whose inner square is centred inside the outer square: cross-sectional area, centroidal second moment of area, elastic section modulus and radius of gyration. These properties are used in preliminary section comparisons and mechanics calculations. Enter both side lengths in the same unit.

The page describes ideal square geometry with uniform wall thickness and sharp mathematical corners. Manufactured hollow structural sections normally have rounded corners, tolerances and published design properties. Use the manufacturer’s or governing design standard’s values for final structural work.

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How to Use This Calculator

  1. Enter the exterior side length A.
  2. Enter the interior hollow side length B in the same length unit.
  3. Make sure B is smaller than A; otherwise no positive wall area remains.
  4. Select Calculate to obtain I, Z, r and area.
  5. Attach the correct powers of your chosen unit to the displayed numbers.

Because the section is doubly symmetric, the calculated properties are the same about either horizontal or vertical centroidal axis. The calculator does not check material strength, load, buckling length, welds, local buckling or design-code resistance.

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Formula Used

Area = A² − B². I = (A⁴ − B⁴) ÷ 12. The elastic section modulus is Z = I ÷ (A/2) = (A⁴ − B⁴) ÷ (6A). The radius of gyration is r = √(I/Area) = √((A² + B²)/12).

If the dimensions are in millimetres, area is mm², I is mm⁴, Z is mm³ and r is mm. Mixing inches and millimetres in one calculation makes every property meaningless.

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Variables Explained

SymbolMeaning and unit power
AExterior square side, in the chosen length unit.
BInterior opening side, in the same unit and smaller than A.
AreaMaterial cross-sectional area, in length².
ISecond moment of area about a centroidal axis, in length⁴.
ZElastic section modulus, I divided by the outer-fibre distance, in length³.
rRadius of gyration, √(I/Area), in length.
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Worked Example

For an ideal tube with A = 100 mm and B = 80 mm, area = 100² − 80² = 3,600 mm². The second moment is (100⁴ − 80⁴) ÷ 12 = 4,920,000 mm⁴. The outer-fibre distance is 50 mm, so Z = 4,920,000 ÷ 50 = 98,400 mm³.

The radius of gyration is √(4,920,000 ÷ 3,600) = 36.968… mm. The displayed values are I 4,920,000.000; Z 98,400.000; r 36.968; area 3,600.000, with units supplied by the user’s consistent input choice.

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Why Use This Calculator?

Larger I generally means greater geometric resistance to bending about the stated axis, while Z links elastic bending stress to moment through stress = moment ÷ Z. Radius of gyration describes how area is distributed about an axis and appears in slenderness calculations. Area is relevant to mass per length and direct stress when combined with density or load.

None of these numbers alone gives a safe load. Material grade, member length, restraints, load direction, connections, local plate slenderness and safety factors matter. Sharp-corner formulas can differ from tabulated properties for a real cold-formed tube. For selection or construction, compare against certified section tables and have the complete design checked under the applicable standard.

A useful reasonableness check is to compare the hollow section with the solid outer square. Removing the centre must reduce area, I and Z, while all values should remain positive. As B approaches zero, the formulas approach the solid-square results. As B approaches A, area and stiffness approach zero. Radius of gyration behaves differently because it is a ratio of I to area; moving a smaller amount of material toward the outside can keep r relatively large even while total area falls.

When comparing alternatives, make sure every candidate uses the same axis, units and ideal-versus-tabulated basis.

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Common Mistakes

    • Entering the inner side larger than or equal to the outer side.
    • Mixing units between A and B.
    • Calling I mass inertia; this result is geometric second moment of area.
    • Forgetting that powers differ for area, I and Z.
    • Using B as wall thickness instead of inner opening size.
    • Assuming sharp corners match a manufactured section exactly.
    • Treating section properties as a complete structural capacity check.
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Frequently Asked Questions

What units should I use?

Any length unit works if A and B use the same one; apply its proper square, cubic or fourth power to each result.

Is B the wall thickness?

No. B is the side length of the square opening. For ideal uniform walls, thickness is (A − B) ÷ 2.

Why must B be less than A?

The hollow opening must fit inside the exterior and leave positive material area.

Are horizontal and vertical values equal?

Yes for this centred square geometry because it is symmetric about both centroidal axes.

Does inertia mean rotational mass inertia?

No. Here I is the second moment of area, a geometric property used in bending and deflection work.

Can I use these results to choose a safe beam?

Not by themselves. A complete design needs loads, material, stability, connections and the applicable design rules.

Why may a steel table show different values?

Real tubes have rounded corners and manufacturing tolerances, while this calculation assumes ideal sharp squares.

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Sources & References