Factor of Safety
Also known as FOS · safety factor
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A factor of safety is the ratio between the stress that breaks the material and the stress you allow it to see in service. Structural steel with a 400 MPa ultimate strength worked at 160 MPa carries FS = 400 ÷ 160 = 2.5. American steel practice long used FS = 1.67 on yield for tension members, which is where the familiar 0.6Fy allowable comes from: 58 ksi ÷ 1.67 ≈ 34.7 ksi for A36. Elevator suspension ropes are held to 10 or 12, pressure-vessel plate to about 3.5, aircraft structure to a lean 1.5 — because on an aircraft, every extra kilogram of margin is a kilogram not carried.
Old engineers called it the "factor of ignorance", and the name is honest: it covers material scatter, corrosion, fabrication tolerance, overload and the sheer possibility that the analysis missed a load path. Two traps. First, always state what the numerator is — a factor of 2 on ultimate is a far thinner margin than a factor of 2 on yield, since steel's ultimate is well above its yield. Second, a factor of safety is not a licence to overload: it is consumed by the things you did not model, and a rope rated 5:1 that is jerked, shock-loaded and worn has already spent most of it.
- = Factor of safety
- = Ultimate or yield strength
- = Allowable working stress
- Factor of safety — Net Allowable Bearing Pressure, Bolt Preload from Torque (T = KDF)
- Ultimate or yield strength — Pressure (P = F/A), Normal (Axial) Stress
- Allowable working stress — Expansion Loop Leg Length (Guided Cantilever), Normal (Axial) Stress