Axial eccentric loading on self-weight deflected cantileaver

In summary, the conversation discusses modeling an arm mounted perpendicular to a mechanical column. The arm can be translated horizontally by a gear without applying any vertical force, and there is a gauge attached to the free end. The conversation also discusses the weight of the gauge and the arm, and the need to derive a dynamic model for the arm when subjected to axial force. The question is how to develop an accurate physics-based dynamic model, and a picture would be helpful.
  • #1
Waleed Shaukat
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Homework Statement


Hello,

I am trying to model an arm mounted perpendicular to the straight mechanical column. An arm can be translated in horizontal direction by a gear which engages with the bottom of an arm such that it applies no force in vertical direction to the arm. And finally there is a gauge attached to the free working end of the arm.

For ease, I have taken this gauge weight to be a point load acting at the end of the arm. And the arm has been assumed to be a mass-less cantileaver beam of rectangular section on to which its weight has been assumed to be an external equally distributed load.

I am now required to derive the model of this beam (arm) with small deflection already induced by its weight (has been derived) been subjected to the axial force by the turning of the gear that results in the deflected beam getting dynamic( that is oscillating from the end) and increased in size as the free length of the arm is increased horizontally.

Homework Equations

The Attempt at a Solution

 
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  • #2
What's the question?
 
  • #3
How to develop as accurate physics-based dynamic model as possible?
 
  • #4
A picture sure would help.
 

FAQ: Axial eccentric loading on self-weight deflected cantileaver

1. What is axial eccentric loading on self-weight deflected cantilever?

Axial eccentric loading on self-weight deflected cantilever is a type of structural loading in which a force is applied to a cantilever beam at a distance from its neutral axis. This causes the beam to deflect and experience bending stress due to the combination of self-weight and the applied force.

2. How does axial eccentric loading affect the deflection of a cantilever beam?

Axial eccentric loading increases the deflection of a cantilever beam compared to a purely vertical loading. This is because the applied force creates a moment that causes the beam to bend and deflect more.

3. How is the bending stress calculated for a cantilever beam under axial eccentric loading?

The bending stress in a cantilever beam under axial eccentric loading can be calculated using the formula σ = Mc/I, where M is the bending moment, c is the distance from the neutral axis to the point of interest, and I is the moment of inertia of the beam's cross-sectional area.

4. What are the potential consequences of excessive axial eccentric loading on a cantilever beam?

Excessive axial eccentric loading can lead to failure of the cantilever beam due to excessive bending stress. This can result in the beam breaking or buckling, causing structural damage and potential safety hazards.

5. How can the effects of axial eccentric loading be mitigated in cantilever beam design?

The effects of axial eccentric loading can be mitigated by increasing the cross-sectional area or the moment of inertia of the cantilever beam. This will help to distribute the bending stress and reduce the likelihood of failure. Additionally, proper support and reinforcement can be used to prevent excessive deflection and bending of the beam.

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