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Determine the deflection at point B in the following steel beam. I= 400x106mm4 & E for steel = 200x10 MPa 60KN A 5m B

Determine the deflection at point B in the following steel beam. I= 400x106mm4 & E for steel = 200x10 MPa 60KN A 5m B Note in this case the shape of the bending moment diagram has discontinuity, hence the relationship between the moment and distance (x) must be broken into the number of continuous segments. 5m X1 C 1 2 BMD X

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