A simply supported beam 6 meters long. From the left support there is a uniformly distibuted load of 12kN/m for 2 meters. One meter from the left a bending moment of 10 kNm anticlockwise is applied.
Take E = 200 GPa and I = 9 x 10-6m4
Use Macaulay' s method and take x = 0 on the left.
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