Calculate Forces at A & B in Steel Wire Tractor Pull

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To calculate the reaction forces at points A and B in the steel wire tractor pull scenario, the applied force F2 of 300 N must be analyzed in conjunction with the wire's configuration around the axle. The problem suggests modeling the power take-off shaft as a beam with two supports, where the load from the sheave acts as a cantilever. By summing moments at point B, the reaction force at A can be determined. The correct calculated forces are F_A = 13.3 kN and F_B = 6 kN. Understanding the load distribution and creating a free body diagram (FBD) of the sheave is essential for accurate calculations.
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Homework Statement


https://dl.dropboxusercontent.com/u/11241083/tractor.png
How do I calculate reaction forces at A and B? We pull with a force F2 = 300 N on the steel wire. The steel wire goes two and a half times around the axel wheel.

d = 38 mm

D = 200 mm

a = 100 mm

b = 120 mm

\sigma_{w} = 256 \frac{N}{mm^{2}}

K_{t} = 1.5

\eta_{k}=0.7

\mu=0.2

Correct answers:
F_{A} = 13.3 kN
F_{B} = 6 kN
 
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What have you tried? This seems to be a very straight forward problem.

Why don't you try something that can be checked and discussed?

Hint: Pretend the power take of shaft (a-b-d) is a beam with two supports and the load from the sheave is cantilevered over the end of this beam.
 
What is the force at the end of the shaft? Is it the same as F2=300N? I sum moment at point B to try to find reaction force at A.
https://dl.dropboxusercontent.com/u/11241083/New%20Document20140407191616593.pdf
 
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raymanmusic said:
What is the force at the end of the shaft? Is it the same as F2=300N? I sum moment at point B to try to find reaction force at A.
https://dl.dropboxusercontent.com/u/11241083/New%20Document20140407191616593.pdf

Look at the left figure, the one showing how the line goes around the sheave. You are given F2, so make a FBD of the sheave to see what load the shaft sees.
 
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