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Engineering Unit Conversion - A Structural Reference

The reference behind this unit converter: the SI base and derived units used in structural engineering, how force, pressure, stress and moment are defined and converted, the common kgf/newton and MPa/N·mm⁻² pitfalls, and why consistent units are the foundation of every reliable calculation.

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Consistent units are the foundation of every structural calculation - a single unit slip turns a safe design into a dangerous one. This reference sets out the SI system used throughout Eurocode work, the derived units for the quantities engineers handle daily, and the conversions and common traps the converter helps you avoid.

SI base and derived units

The SI system is built on seven base units; structural work uses three of them - the metre (m), kilogram (kg) and second (s) - and a set of derived unitsformed from them. Force is the key one: by Newton's second law a newton is the force that accelerates one kilogram at one metre per second squared:

1\ \text{N} = 1\ \text{kg}\cdot\text{\,\mathrm{m/s}}^{2}, \qquad 1\ \text{Pa} = 1\ \text{N/m}^{2}, \qquad 1\ \text{J} = 1\ \text{N}\cdot\text{m}

Force - newtons, kilonewtons and kgf

Structural loads are usually in kilonewtons (kN). The frequent confusion is the old kilogram-force(kgf, or just “kg” of load in older drawings): a kilogram-force is the weight of one kilogram under standard gravity, so it is not a kilogram:

1\ \text{kgf} = 9.80665\ \text{N} \approx 9.81\ \text{N}, \qquad 1\ \text{tonne-force} \approx 9.81\ \text{\,\mathrm{kN}}

Treating a kgf as a newton (or a tonne-force as a kN) understates a load by a factor of about 9.81 - a classic and dangerous mistake when reading older or mixed-unit documents.

Pressure and stress - the MPa = N/mm² identity

Pressure and stress share units. The single most useful identity in structural units is that a megapascal equals a newton per square millimetre - because the million in “mega” exactly cancels the million in (1000 mm)²:

1\ \text{MPa} = 1\ \text{N/mm}^{2} = 10^{6}\ \text{Pa}, \qquad 1\ \text{\,\mathrm{kPa}} = 1\ \text{\,\mathrm{kN}/m}^{2}

So a concrete grade C30/37 (fck=30f_{ck} = 30 MPa) is 30 N/mm², and a steel yield of 355 MPa is 355 N/mm². Other pressure units still appear: 1 bar = 100 kPa, 1 atm ≈ 101.3 kPa, and 1 psi ≈ 6.895 kPa.

Moment, area and section properties

Bending moments are force times distance - kN·m in design. Section properties carry powers of length, so unit care matters:

QuantityCommon unitConversion
MomentkN·m1 kN·m = 10⁶ N·mm
Area (A)mm² / cm²1 cm² = 100 mm²
Second moment of area (I)cm⁴ / mm⁴1 cm⁴ = 10⁴ mm⁴
Section modulus (W)cm³ / mm³1 cm³ = 10³ mm³
Distributed loadkN/m1 kN/m = 1 N/mm

Section tables list II in cm⁴ and WW in cm³, but capacity formulas need consistent units - convert to N and mm (or kN and m) throughout a calculation and never mix.

Working safely with units

  • Pick one consistent system for a calculation - most Eurocode work uses N and mm (so stresses come out in MPa directly) or kN and m.
  • Carry units through every step; if the units of the result are wrong, the arithmetic is wrong.
  • Watch the kgf/tonne-force traps in older or non-SI documents - multiply by ~9.81 to get newtons.
  • Remember MPa = N/mm² and kPa = kN/m² - the two identities that remove most pressure/stress confusion.

The converter handles length, area, volume, force, pressure/stress, moment, distributed load and density across SI and imperial units, so you can move between systems without arithmetic slips.

Frequently asked questions

Yes - 1 MPa is exactly equal to 1 N/mm². A pascal is one newton per square metre, and a megapascal is 10⁶ Pa. Since 1 m² = (1000 mm)² = 10⁶ mm², the factor of a million in "mega" cancels the million in the area conversion, leaving 1 MPa = 1 N/mm². This is why concrete and steel strengths (e.g. C30/37 = 30 MPa, S355 = 355 MPa) can be read directly as N/mm² in capacity formulas.

A kilogram (kg) is a unit of mass; a kilogram-force (kgf) is a unit of force - the weight of one kilogram under standard gravity. They are related by 1 kgf = 9.80665 N ≈ 9.81 N. Older drawings sometimes give loads in "kg" meaning kgf. Treating that as a newton, or treating a tonne-force as a kilonewton, understates the load by about 9.81 times - a serious and common error when mixing unit systems.

Divide newtons by 9.81 to get kilogram-force: 1 kN = 1000 N ÷ 9.81 ≈ 102 kgf, and 1 kN ≈ 0.102 tonne-force. Going the other way, 1 tonne-force ≈ 9.81 kN and 1 kgf ≈ 9.81 N. These conversions matter when reading manufacturer data, crane ratings or older calculations that still use kgf.

Section property tables list the second moment of area I in cm⁴ and the section modulus W in cm³, while area A is in cm² or mm². To use them in capacity formulas, convert to a consistent system: 1 cm⁴ = 10⁴ mm⁴, 1 cm³ = 10³ mm³, 1 cm² = 100 mm². Working in N and mm makes stresses come out in MPa automatically, which is why it is the usual choice for Eurocode steel and concrete checks.

Pick one consistent system and carry units through every step. Two work well for Eurocode: N and mm (forces in N, lengths in mm, so stresses appear in MPa = N/mm² directly - convenient for section checks), or kN and m (forces in kN, lengths in m, so distributed loads are kN/m and moments kN·m - convenient for analysis). Mixing the two within one calculation is the source of most unit errors, so convert all inputs into one system first.

Need to convert a value? Switch between SI and imperial units for length, force, pressure, stress, moment and more.

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