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For the loading shown in the below figure, knowing that wo 2 kN/m, the length of the beam is L 2 m, and the bending rigidity

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Do Bendrmig moment at ony distonce x from A 6 L 24 L С/Х Hee EuL 3oHence 30 4E Ox 2 201 20 3 /6 ST let p (A Force at A needed to barecent verhcal cle fechon a 3E1 3o EI 3EI 30 ET 3EI BER 30 EIv(o) moment needed at A to have zero Blobe at point A 3 E I 24 EI 3 V)333 334 Nm Anu

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