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Shaft with one keyway

Shaft with one keyway h M r a b
Shaft with one keyway

Values for calculation

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

Calculation

Coefficient $ C_1 $

$$C_1=0.7854$$

Coefficient $ C_2 $

$$C_2=-0.0848+0.1234\cdot\cfrac{a}{b}-0.0847\cdot\left(\cfrac{a}{b}\right)^2$$

Coefficient $ C_3 $

$$C_3=-0.4318+2.2\cdot\cfrac{a}{b}+0.7633\cdot\left(\cfrac{a}{b}\right)^2$$

Coefficient $ C_4 $

$$C_4=-0.078+2.0618\cdot\cfrac{a}{b}-0.5234\cdot\left(\cfrac{a}{b}\right)^2$$

Coefficient $ C $

$$C=C_1+C_2\cdot\cfrac{b}{r}+C_3\cdot\left(\cfrac{b}{r}\right)^2+C_4\cdot\left(\cfrac{b}{r}\right)^3$$

Coefficient $ B_1 $

$$B_1=1.169-0.3168\cdot\cfrac{a}{b}+0.049\cdot\left(\cfrac{a}{b}\right)^2$$

Coefficient $ B_2 $

$$B_2=0.4349-1.5096\cdot\cfrac{a}{b}+0.8677\cdot\left(\cfrac{a}{b}\right)^2$$

Coefficient $ B_3 $

$$B_3=-1.183+4.2764\cdot\cfrac{a}{b}-1.7024\cdot\left(\cfrac{a}{b}\right)^2$$

Coefficient $ B_4 $

$$B_4=0.8812-0.2627\cdot\cfrac{a}{b}-0.1897\cdot\left(\cfrac{a}{b}\right)^2$$

Coefficient $ B $

$$B=B_1+B_2\cdot\cfrac{b}{r}+B_3\cdot\left(\cfrac{b}{r}\right)^2+B_4\cdot\left(\cfrac{b}{r}\right)^3$$

Polar moment of inertia

$$K=2\cdot C\cdot r^4$$

Angle of twist

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

Torsion stress at $ M $

$$τ_{max-at-M}=\cfrac{10^3\cdot T\cdot B}{r^3}$$

Requirements

$$ 0.2 \le\cfrac{b}{r} \le 0.5 $$ $$ 0.5 \le\cfrac{a}{b} \le 1.5 $$