How can I calculate the reaction forces of a torsion spring on a wall?
- Thread starter coldadler
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Discussion Overview
The discussion revolves around calculating the reaction forces exerted by a torsion spring on walls in a design context. Participants explore the analysis of wall deflection due to the spring's application, focusing on the mechanics involved in determining the forces at the contact points between the spring legs and the walls.
Discussion Character
- Technical explanation
- Mathematical reasoning
- Debate/contested
Main Points Raised
- One participant seeks guidance on calculating the forces applied by the spring's legs to the walls, specifically in relation to wall deflection.
- Another participant suggests that the spring leg may curve and that the wall could be slightly dented, emphasizing the need for clear definitions of contact points.
- Questions arise about the meaning of "deflection of the walls" and the importance of knowing the spring's rate per degree (RPD).
- There is a request for a side view of the assembly to better understand the support along the walls.
- Participants discuss the necessity of defining local contact points for the forces acting on the walls and the spring coil.
- One participant mentions that they typically input forces at contact points for analysis and questions how to calculate the spring leg's reaction forces under load.
- Another participant explains that the force applied by the spring leg will depend on the distance from the spring axis and that the complexity arises from the lack of a common axis of rotation between the spring and wall.
- A suggestion is made to simplify the problem by reducing the spring leg to a single point of contact on the wall.
- One participant proposes a formula for calculating one of the forces based on the maximum torque of the spring and discusses the need for lubrication at the contact points.
Areas of Agreement / Disagreement
Participants express various viewpoints on the mechanics of the spring and wall interaction, with no consensus reached on the exact method for calculating the reaction forces or the implications of wall deflection. Multiple competing views remain regarding the analysis approach and the definitions of contact points.
Contextual Notes
Participants highlight the complexity of the problem due to the non-radial contact and differing axes of rotation, which may affect the calculations. There are unresolved assumptions regarding the specific geometry and loading conditions of the spring and walls.
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