Given data:
Length of the beam, L = 3 m
Uniformly distributed load, W = 10 kN/m
Flexural rigidity, EI = 5 MN/m²
First, let's convert all units to a consistent system, preferably SI units (N and m).
W = 10 kN/m = 10 * 10^3 N/m
EI = 5 MN/m² = 5 * 10^6 N·m²
Step 2:
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