Given data:
Length of distributed load, $a = 2$ m
Distributed load, $w = 50$ kN/m
Modulus of Elasticity, $E = 200$ GPa $= 200 \times 10^9$ Pa
Total length of the beam, $L = 6$ m
Beam section: W310 x 38.7
First, we need to find the moment of inertia (I) for the
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