Formulas and sources
Each formula this calculator uses, where it comes from, and what it leaves out. "How it works" shows the same formula with your own numbers.
Stress, strain and Young's modulus
Stress (σ), Strain (ε) and Young's Modulus (E) modes
- σ
- engineering stress: force over the original area (N ÷ mm² = MPa)
- F
- axial force; negative is compression
- A
- cross-sectional area, at right angles to the force
- ε
- engineering strain
- ΔL
- change in length
- L₀
- original length
- E
- Young's modulus, in GPa
E = σ ÷ ε holds only below yield, where stress and strain are proportional. It is withheld when stress and strain have opposite signs.
Source: Standard formulas; no single publisher.
Safety factor
When a material or yield strength is set
- SF
- safety factor against yield
- Sy
- yield strength of the material
- σ
- applied stress
- SAFE
- SF at or above your target (1.5 unless you change it)
- MARGINAL
- SF from 1 up to the target: below yield, short of the margin
- UNSAFE
- SF below 1: past yield
Compression uses the magnitude, and buckling is not checked. Against a typical yield, the factor reads higher than against the minimum a part is bought to.
Source: Standard formula; no single publisher. The 1.5 default and the three bands are CalcTrail's own; no publisher.
Companion figures
With a material chosen
- ν
- the material's Poisson ratio
- u
- elastic strain energy per volume, withheld past yield
- τmax
- the largest shear, on planes at 45° to the load
- E
- the material's table modulus
These use the material's table modulus, not one measured from your ΔL. The member's mass is area × length × the material's density.
Source: Standard formulas; no single publisher.
True stress and strain
Every mode
- σ
- engineering stress
- ε
- engineering strain
They assume the volume stays the same and the bar stretches evenly, so they stop holding once it necks.
Source: Standard formulas; no single publisher.
Material values
With a material chosen
- ASTM A36
- yield 250, ultimate 400 MPa, taken as the grade's minimums (ASTM A36 was not read here); E 200 GPa
- AISI 4140, 304 stainless
- typical values
- 6061-T6, 7075-T6
- typical; above MIL-HDBK-5J's A-basis design values (6061-T6 sheet 241 to 248 MPa yield)
- Ti-6Al-4V
- typical; MIL-HDBK-5J gives a Poisson ratio of 0.31 against this table's 0.342
- C11000 copper
- typical, annealed (OS050): yield 69, ultimate 220 MPa; E 117 GPa
- C36000 brass
- typical, annealed (O61): yield 125, ultimate 340 MPa; E 97 GPa
Room-temperature figures for one product form. Strength changes with temper, thickness and form.
Source: Steel's modulus is IS 456's 200 kN/mm² [1]. The copper and brass rows are the Copper Development Association's typical values [2] [3]. The aluminum and titanium moduli and densities, and the aluminum Poisson ratios, match MIL-HDBK-5J [4]; the Ti-6Al-4V Poisson ratio does not (row above). The A36, 4140 and 304 strengths are CalcTrail's own figures; no single publisher.
Sources
- Bureau of Indian Standards (BIS). IS 456:2000, Plain and Reinforced Concrete, Code of Practice, clause 5.6.3, modulus of elasticity of steel. Fourth revision, July 2000.
- Copper Development Association. C11000 alloy data (Electrolytic Tough Pitch copper), physical properties and the OS050 annealed typical mechanical properties. Read October 5, 2026.
- Copper Development Association. C36000 alloy data (Free-Cutting Brass), physical properties and the O61 annealed typical mechanical properties. Read October 5, 2026.
- US Department of Defense. MIL-HDBK-5J, Metallic Materials and Elements for Aerospace Vehicle Structures, Tables 2.3.1.0(c2), 3.6.2.0(b1), 3.7.6.0(b1) and 5.4.1.0(b). January 31, 2003.
What this calculator does not cover
- This takes one axial force on one uniform cross-section. It does not model bending, torsion, combined stresses, buckling, fatigue, creep or temperature.
- The material values are room-temperature figures for one product form: a specified minimum for A36 and typical values for the rest, so a safety factor against a typical yield reads higher.
- Past yield, the straight-line relation no longer holds, and the elastic figures are withheld or flagged.
Sources checked on .