- #1
Ashferico
- 9
- 0
- Homework Statement
- A truck is supported at its two axles and its stabiliser legs. It has a weight of 59kN and carries a load on a lifting arm of 45kN. What are the reaction forces at each wheel and stabiliser leg for static equilibrium? The problem is statically indeterminate because there are more unknowns than equilibrium equations.
- Relevant Equations
- Vertical Forces in Y axis = 0
Horizontal Forces in X axis = 0
Moments about a point = 0
Compatibility of Deformations/Displacements/Deflections
Force-Displacement: Displacement = (Force x Initial Length)/(Area x Young's Modulus)
If you do the sum of vertical forces and sum of moments, you're always left with an unknown.
Vertical Forces: Ray + Rby + Rcy = 59kN + 45kN (1)
Sum of Moments about A: (59 x 1.85) - (Rby x 3.7) - (Rcy x 4.8) + (45 x 6.5) = 0 (2)
If you make a formula for Rby using Rcy and substitute back into equation (1), you will still have Ray as an unknown hence statically indeterminate.
From my understanding statically indeterminate problems require that you somehow relate the displacements/deflection of supports to each other. Hence forming another equation and eliminating an unknown.
I know for beam problems you find a point on the beam that you KNOW the deflection is equal to zero. Then you calculate the deflection of the beam at that point IF ONLY one load or reaction force is acting. Then you do this for each load/reaction force and sum them all equal to zero. You eliminate unknowns and then substitute back into the equilibrium equations.
However, I don't understand how to apply this to my truck scenario. I've been trying to do it for 3 days. I would love if the smart guys from Physics Forums could point me in the right direction.
Thank you :)