To solve for the reactions at the supports, we can use the equations of static equilibrium:
- Sum of forces in the vertical direction = 0
- Sum of moments about any point = 0
Given:
- Length of the beam = 4 m
- Uniformly distributed load = 5 kN/m
- Total load = \( 5 \, \text{kN/m} \times 4 \, \text{m} = 20 \, \text{kN} \)
First, calculate the reactions at the supports:
- Let \( R_A \) be the reaction at support A (fixed end)
- Let \( R_B \) be the reaction at support B (simply supported end)
The total load is \( 20 \, \text{kN} \). By symmetry and using equilibrium equations, we get:
\[
R_A = \frac{3}{4} \times 20 = 15 \, \text{kN}
\]
\[
R_B = \frac{1}{4} \times 20 = 5 \, \text{kN}
\]
Thus, the reactions are \( R_A = 12.5 \, \text{kN} \) and \( R_B = 7.5 \, \text{kN} \).