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Stress Analysis -MDP N161 Deflection of Beams Chapter 12 MDP: N161- Stress Analysis Fall 2009 11 Deflection of beam is a design limit. It is affected by the material properties, cross-section properties and the position of the supports. MDP: N161- Stress Analysis Fall 2009 2 Elastic Curve The elastic curve is the deflection diagram of the longitudinal axis that passes through the centroid of each cross-sectional area MDP: N161- Stress Analysis Fall 2009 3 Internal Moment and Deflection MDP: N161- Stress Analysis Fall 2009 4 MDP: N161- Stress Analysis Fall 2009 5 Elastic Elastic curve curve cancan be be expressed expressed as as V =V f(x) = f(x) v v MDP: N161- Stress Analysis Fall 2009 6 MDP: N161- Stress Analysis Fall 2009 7 x' x s 0 x ( y ) lim s 0 y x lim Since x = E x and x = -Mz y/ Iz Then 1 M = ρ EI MDP: N161- Stress Analysis Fall 2009 8 From Calculus and after approximation for sake of application to engineering structures which specify small deformation, the relation between the deflection and the curvature is: 1 ρ Since M = EI ≈ d2v dx2 d2v dx2 1 ρ MDP: N161- Stress Analysis Fall 2009 = M EI 9 Slope and Deflection by Integration d 2v dx2 = M EI To get the elastic curve v (x) for a beam of constant cross-sectional area and made of the same material, you have to know the variation of the moment M with x and then double integrate the above equation MDP: N161- Stress Analysis Fall 2009 10 The integrations produces two constants, which could be evaluated from the known values of deflection v or the slope =dv/dx at certain sections MDP: N161- Stress Analysis Fall 2009 11 Boundary Conditions at supports At roller or supports; deflection v =0 pin the MDP: N161- Stress Analysis Fall 2009 12 For fixed support v =0 and the slope = dv/dx =0 MDP: N161- Stress Analysis Fall 2009 13 Example 8-1 MDP: N161- Stress Analysis Fall 2009 14 Solution MDP: N161- Stress Analysis Fall 2009 15 MDP: N161- Stress Analysis Fall 2009 16 MDP: N161- Stress Analysis Fall 2009 17 MDP: N161- Stress Analysis Fall 2009 18