The maximum shear stress \( \tau_{\text{max}} \) in a beam with a triangular cross-section is given by the formula:
\[
\tau_{\text{max}} = \frac{3V}{2A} \cdot \frac{d}{y}
\]
Where:
- \( V \) is the shear force applied to the beam,
- \( A \) is the cross-sectional area of the beam,
- \( d \) is the height of the triangular section,
- \( y \) is the distance from the neutral axis to the point where the maximum shear stress occurs.
For a triangular section, the cross-sectional area \( A \) is:
\[
A = \frac{1}{2} \cdot \text{base} \cdot \text{height} = \frac{1}{2} \cdot 200 \cdot 100 = 10,000 \, \text{mm}^2 = 10 \, \text{cm}^2
\]
The distance \( y \) from the neutral axis to the maximum shear stress location (at the base of the triangle) is:
\[
y = \frac{d}{3} = \frac{100}{3} \approx 33.33 \, \text{mm}
\]
Now, using the formula for shear stress and substituting the given values:
- \( V = 20 \, \text{kN} = 20,000 \, \text{N} \),
- \( A = 10,000 \, \text{mm}^2 \),
- \( d = 100 \, \text{mm} \),
- \( y = 33.33 \, \text{mm} \),
We get:
\[
\tau_{\text{max}} = \frac{3 \cdot 20,000}{2 \cdot 10,000} \cdot \frac{100}{33.33} = 2.66 \, \text{MPa}
\]
Thus, the maximum shear stress in the beam section is 2.66 MPa.