Calculating Beam Reaction Forces for Wind Turbine Shaft Design

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SUMMARY

The discussion focuses on calculating beam reaction forces for a wind turbine shaft design, specifically addressing the loads from rotor blades (343.35N) and a chain linked to a generator (781.46N). The user struggles with determining the reaction forces at the supports (bearings) using static equilibrium equations, leading to incorrect load distribution. Key advice includes ensuring correct moment direction and distances, and utilizing a visual representation of the beam to clarify calculations.

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  • Understanding of static equilibrium principles
  • Familiarity with beam loading and support reactions
  • Knowledge of moment calculations in physics
  • Experience with mechanical design concepts related to wind turbines
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  • Study the principles of static equilibrium in mechanical systems
  • Learn about beam deflection and support reactions in structural analysis
  • Explore the use of Free Body Diagrams (FBD) for visualizing forces
  • Investigate common bearing types and their applications in mechanical design
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Mechanical engineers, physics students, and anyone involved in the design and analysis of mechanical systems, particularly in wind turbine applications.

JCJones
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For a piece of coursework I have to design a shaft for a windturbine.

The shaft has a load on one end due to the rotor blades and a load on the opposite end due to a sprocket which is chain linked to a generator. The supports are bearings in between the two loads, as shown in this drawing:

beam.jpg


A is the force due to the rotor: 343.35N
B is a bearing/support
C is the second bearing/support
D is the force due to the chain: 781.46N

My task at this point is to locate the bearings on the shaft and then specify which bearings to use.

However I can't work out how to calculate the reaction forces at the supports. I've been trying to do it using the usual: sum of forces in y direction=0 and sum of the moments=0 but I keep ending up with one support taking more load than the sum of the y forces and the second support therefore being negative, as if it is another load.

Due to the constraints of a frame the beam has to be attached to, the first support(B) is 60mm from the rotor(A) and the second support(C) is 40mm from the sprocket(D). The shaft is 350mm long.

If anyone can point out where I might be going wrong it would be a massive help!
 
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Don't know if you got one of the moment directions wrong or forgot to add the moment distances correctly.

Two tips

It helps to draw the beam as I have done.

Taking the moments about one of the unknowns eliminates it.

go well

PS one more tip.

You should post homework/coursework in the appropriate forum.
 

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Cheers, Yeah I realized I wasn't taking enough care of my directions with the moments.

Thanks for your help.

And I'll be sure to post it there next time!
 

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