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Beam deflection

Modulus of elasticity

Modulus of elasticity is a measure of a material's ability to deform when subjected to an external force. It is a measure of the stiffness of a material. Given in GPa:

  1. Mild steel: E=200 GPaE = 200 \, \text{GPa}
  2. Aluminum: E=70×109 PaE = 70 \times 10^9 \, \text{Pa}

Moment of inertia

  1. Round tube

    The moment of inertia of a round tube is given by the following equation:

    I=π64⋅(Do4−Di4)I = \frac{\pi}{64} \cdot (D_o^4 - D_i^4)

    where DoD_o is the outer diameter and DiD_i is the inner diameter.

Deflection

  • Variables
    • FF is the force applied to the beam
    • LL is the length of the beam
    • EE is the modulus of elasticity
    • II is the moment of inertia
  1. Cantilever beam, end load

    The deflection of a cantilever beam is given by the following equation:

    δmax=F⋅L33⋅E⋅I\delta_{max} = \frac{F \cdot L^3}{3 \cdot E \cdot I}

  2. Cantilever beam, uniformly distributed load

    The deflection of a cantilever beam with a uniformly distributed load is given by the following equation:

    δmax=5⋅F⋅L4384⋅E⋅I\delta_{max} = \frac{5 \cdot F \cdot L^4}{384 \cdot E \cdot I}

  3. Cantilever beam, load at xx

    The deflection of a cantilever beam with a load at xx is given by the following equation:

    δmax=F⋅x⋅(L−x)23⋅E⋅I⋅L\delta_{max} = \frac{F \cdot x \cdot (L - x)^2}{3 \cdot E \cdot I \cdot L}

Appendix