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Controlled force-per-area worksheet

Stress and pressure unit conversion

Convert one documented force-per-area quantity among Pa, kPa, MPa, GPa, N/mm², bar, psi, ksi and kilogram-force units. Optionally calculate the resultant of a uniform normal stress or pressure over a controlled area.

Exact SI scalingNIST conversion basisNo material lookupNo design verdict
Boundary: changing units does not identify a material property, temperature range, allowable stress, safety factor or code acceptance. A signed stress may be entered; pressure conventions such as absolute versus gauge must already be defined in the source record.

1. Quantity and optional area

Plain decimal point or comma; signed values and zero are accepted. No exponent or unit suffix.

If supplied, area must be positive and its physical basis must be documented below.

2. Controlled source record

3. Confirmations




4. Results

Ühik Definition used Converted value
Pa N/m²
kPa 10³ Pa
MPa 10⁶ Pa
GPa 10⁹ Pa
N/mm² 10⁶ Pa
baar 10⁵ Pa
psi lbf/in²
ksi 1000 psi
kgf/cm² 98 066.5 Pa
kgf/mm² 9 806 650 Pa

Uniform-load resultant

Jõud
Jõud
Jõud
Jõud

Values are displayed with enough significant digits for worksheet use; calculations retain JavaScript double precision. Preserve the uncertainty and significant figures of the source record.

Method, dimensions and boundaries

qPa = qsisend × fsisend
qunit = qPa ÷ funit
F = qPa × A   (uniform normal traction only)

Exact SI identity: 1 MPa = 10^6 N/m² = 1 N/mm² exactly.

What this verifies

  • Force-per-area dimensions: Pa = N/m².
  • Exact SI prefixes and bar scaling.
  • Consistent psi, ksi and kilogram-force conversions.
  • Dimensional force result when the uniform-area assumption is true.

What this does not verify

  • Whether the entered property or pressure is correct.
  • Material grade, product form, thickness or temperature applicability.
  • Gauge versus absolute pressure, stress tensor components or sign convention.
  • Allowables, load combinations, safety factors, pressure rating or code compliance.

For a nonuniform normal traction p(x,y), the resultant is F = ∫A p(x,y)dA; multiplying one scalar by an area is not generally sufficient. Shear or multiaxial stress requires the applicable vector/tensor treatment.

Sources and classification

Klassifikatsioon: the conversion equations are dimensional unit transformations, not formulas prescribed by a material or design standard. The removed steel-property table cited broad ASTM/EN families without exact parts, editions, product conditions or row-level evidence; it is not reproduced.

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