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Solid triangular section (equilaterial)

Solid triangular section a
Solid triangular section (equilaterial)

Values for calculation

$ T $ $ \mathrm{Nm} $
$ a $ $ \mathrm{mm} $
$ L $ $ \mathrm{mm} $
$ G $ $ \mathrm{MPa} $

Calculation

Polar moment of inertia

$$K=\cfrac{a^4\cdot\sqrt3}{80}$$

Angle of twist

$$θ=\cfrac{T\cdot 10^3\cdot L}{K\cdot G}$$

Torsion stress

$$τ_{max}=\cfrac{20\cdot{10}^3\cdot T}{a^3}$$