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Strength of materials Engineering Unsymmetrical Bending

Strength of materials Engineering Unsymmetrical Bending

Code: SME0007

Strength of materials Engineering Unsymmetrical Bending.

Learning Objectives / Experiments

- product moment of inertia (Iyz) and 2nd moment of

  inertia (Iy, Iz)
- Euler/Bernoulli equation
- symmetrical bending on a beam (uniaxial)
  * with I-profile
  * with L-profile
  * with U-profile
- unsymmetrical bending (complex) on a beam with

  an L-profile
  * calculation of the neutral fibres
- combined bending and torsion loading by way of
  eccentric force application
- determination of the shear centre on a beam with a
  U-profile
  * familiarisation with shear flow (shear forces in a
     cross-section)
- comparison of calculated and measured values

[1] experimental unit for general and unsymmetrical bending of straight beams
[2] 3 beams: I, L and U profiles
[3] clamping flange of beam can be clamped in the pillar free to rotate in any direction
[4] clamping flange with angle scale to indicate the angular position of the beam
[5] eccentricity of load application point adjustable
[6] 2 dial gauges with bracket to record the horizontal and vertical deformation of the beam under load
[7] storage system to house the components

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