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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

单元 Definition used Converted value
N/m²
千帕 10³ Pa
兆帕 10⁶ Pa
吉帕 10⁹ Pa
N/mm² 10⁶ Pa
10⁵ Pa
psi lbf/in²
ksi 1000 psi
千克力/平方厘米 98 066.5 Pa
千克/平方毫米 9 806 650 Pa

Uniform-load resultant

力量
力量
力量
力量

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

q = qinput × finput
qunit = q ÷ funit
F = q × 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

分类: 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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