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Any solid fairly compact section without reentrant angles

Any_solid,_fairly_compact_section_without_reentrant_angles
Any solid, fairly compact section without reentrant angles

Values for calculation

$T$ $\mathrm{Nm}$
$A$ $\mathrm{mm^2}$
$J$ $\mathrm{mm^4}$
$D$ $\mathrm{mm}$
$r$ $\mathrm{mm}$
$L$ $\mathrm{mm}$
$G$ $\mathrm{MPa}$

Calculation

Coefficient $ C $

$$C=\cfrac{D}{1+\cfrac{π^2\cdot D^4}{16\cdot A^2}}\cdot\left[1+0.15\cdot \left(\cfrac{π^2\cdot D^4}{16\cdot A^2}-\cfrac{D}{2\cdot r}\right)\right]$$

Polar moment of inertia

$$K=\cfrac{A^4}{40\cdot J}$$

Angle of twist

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

Torsion stress

$$τ_{max}=\cfrac{10^3\cdot T}{K}\cdot C$$