A beam with a span of 4.5 metres carries a point load of 30 KN at 3 metres from the left support. If for the section, Ixx = 54.97 × 10-6 m4 and E = 200 GN/m2, find the deflection under the load.

1
4.09 mm
2
3.27 mm
3
5.92 mm
4
7.11 mm

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