2.7 mm.] 5.10 (B). A beam AB is simply supported at A and B over a span of 3 m. It carries loads of 50 kN and 40 kN at 0
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2.7 mm.] 5.10 (B). A beam AB is simply supported at A and B over a span of 3 m. It carries loads of 50 kN and 40 kN at 0
2.7 mm.] 5.10 (B). A beam AB is simply supported at A and B over a span of 3 m. It carries loads of 50 kN and 40 kN at 0.6 m and 2 m respectively from A together with a uniformly distributed load of 60 kN/m between the 50 kN and 40 kN concentrated loads. If the cross-section of the beam is such that I = 60 x 10-6 m* determine the value of the deflection of the beam under the 50 kN load. E = 210 GN/m². Sketch the S.F. and B.M. diagrams for the beam. [3.7 mm.1 11 DAL