Deflection of a Beam: Solving for vB using the Double-Integration Method

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SUMMARY

The discussion focuses on calculating the deflection vB of a simply supported steel beam using the double-integration method. Given parameters include Young's modulus E = 200 GPa, moment of inertia I = 129 × 10^6 mm4, length L = 4 m, point load P = 60 kN, and distributed load w = 40 kN/m. A participant encountered difficulties achieving the correct deflection value of -8.27 mm, prompting advice to verify the bending moment equations and to utilize shear and bending moment diagrams for clarity.

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  • Understanding of beam deflection principles
  • Familiarity with the double-integration method for beam analysis
  • Knowledge of shear and bending moment diagrams
  • Proficiency in applying the relationship between moment, force, and distance (M = F.d)
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  • Learn how to construct shear and bending moment diagrams for various loading conditions
  • Explore the effects of different loading scenarios on beam deflection
  • Investigate the relationship between Young's modulus and beam stiffness
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Structural engineers, civil engineering students, and anyone involved in beam analysis and deflection calculations will benefit from this discussion.

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Homework Statement


For the simply supported steel beam [E = 200 GPa; I = 129 × 10^6 mm4], use the double-integration method to determine the deflection vB at B. Assume L = 4 m, P = 60 kN, and w= 40 kN/m.

Can someone please help, when I insert x=2m into the equation i derived for M, and then insert M into equation 1, I do not get the correct answer (-8.27 mm).

Homework Equations


E.I.y''=M (eq. 1)
M=F.d (eq. 2)

The Attempt at a Solution


[/B]
 

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Check your equation for the bending moment in the beam. I would split the problem up into calculating the BM due to the central point load plus the BM due to the distributed load.

In order to avoid confusion, draw the shear and bending moment diagrams for this beam. Because the beam is symmetrically loaded, these can almost be done by inspection.
 

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