Finding Friction Force in a Flexible Hinge with Mass

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SUMMARY

The discussion centers on calculating the friction force acting between two beams connected by a flexible hinge, with a mass suspended from the hinge. The beams form an inverted V shape, with the angle between them being 2 phi. Participants suggest using Free Body Diagrams (FBD) to analyze the forces at the hinge joint, emphasizing the need to consider both horizontal and vertical forces acting on each beam and the floor. The correct representation of the hinge forces is crucial for accurate calculations of friction.

PREREQUISITES
  • Understanding of Free Body Diagrams (FBD)
  • Knowledge of truss frame mechanics
  • Familiarity with forces acting on hinged structures
  • Basic principles of static equilibrium
NEXT STEPS
  • Study the mechanics of truss frames and their force distributions
  • Learn how to construct and analyze Free Body Diagrams for complex structures
  • Explore the principles of static equilibrium in multi-body systems
  • Investigate the effects of flexible hinges on force transmission in structures
USEFUL FOR

Students in engineering or physics, particularly those studying mechanics, structural analysis, or anyone involved in designing or analyzing truss systems with flexible connections.

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Homework Statement



A frame is made from two beams of equal length joined at the top with a flexible hinge that can open to any angle. A mass, m, is hung by a massless rope from the hinge. The angle between the rope and each of the beams is (phi).

Find an expression for the force of friction acting between each beam and the floor.



I have drawn two separate Free Body Diagrams (FBD), one for each beam. However, I am not familiar with "flexible hinges," that open to any angle. How should the forces of the hinge holding the beams together be represented in the FBD? Since the hinge is holding the two beams together, should I represent it as a normal force for each beam, or should the force be a resultant of the normal force and the downward force of the hanging weight between the beams?

Any insight would be greatly appreciated. Thanks.
 
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If I understand your problem correctly, you have 2 beams hinged at the top and resting on the floor forming an 'inverted V' shape (^), and the angle between the 2 beams at the vertex is (2 phi) with a mass hung at the hinge. If that's the case, it is a truss frame, and you should take a FBD of the hinged joint, and determine the horizontal and vertical forces in each of the beams, and at the floor.
 

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