5. For the simply supported beam with overhangs loaded as shown in Fig. 5, calculate the displacements at A and E. Also

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5. For the simply supported beam with overhangs loaded as shown in Fig. 5, calculate the displacements at A and E. Also

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5 For The Simply Supported Beam With Overhangs Loaded As Shown In Fig 5 Calculate The Displacements At A And E Also 1
5 For The Simply Supported Beam With Overhangs Loaded As Shown In Fig 5 Calculate The Displacements At A And E Also 1 (38.67 KiB) Viewed 44 times
5. For the simply supported beam with overhangs loaded as shown in Fig. 5, calculate the displacements at A and E. Also sketch the BMD and the deflected shape, indicating clearly the curvatures and any points of contraflexure. EI = 4500 kN.m' throughout. 12 kN 12 KN B D A E С 2 m 2 m 6 m 2 m Fig. 5
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