Determine the vertical displacement of point C of the beam shown in Figure. Take E = 200 GPa, I = 150(10^6) mm^4.
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The total load on the beam is the sum of the point load and the uniformly distributed load. The point load is 20 kN and the total load from the uniformly distributed load is 8 kN/m * 4 m = 32 kN. So, the total load is 20 kN + 32 kN = 52 kN. The reactions at the Show more…
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