1) Ball bearings support the rotating axle shown below at points A and D. The rotating axle is loaded by a stationary (non-rotating) force of F = 6.8 kN. In the drawing below, all dimensions are in mm. While the real part has fillets (r=3mm), you can assume an abrupt change in geometry for each shaft step for this problem. The axle is machined from AISI cold-drawn steel with an ultimate strength of S_u = 690 MPa, a yield strength of S_y=580 MPa, and a modulus of Elasticity of E_steel = 207 GPa. Determine the displacement at the 6.8 kN load and points B and C. 6.8 kN C 30 10 -250- 32 B 75 -38 100- 125- 10- -35 30

Mechanics of Materials (MindTap Course List)
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Author:Barry J. Goodno, James M. Gere
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Chapter3: Torsion
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1) Ball bearings support the rotating axle shown below at points A and D. The rotating axle is loaded by
a stationary (non-rotating) force of F = 6.8 kN. In the drawing below, all dimensions are in mm.
While the real part has fillets (r=3mm), you can assume an abrupt change in geometry for each shaft
step for this problem. The axle is machined from AISI cold-drawn steel with an ultimate strength of
S_u = 690 MPa, a yield strength of S_y=580 MPa, and a modulus of Elasticity of E_steel = 207 GPa.
Determine the displacement at the 6.8 kN load and points B and C.
6.8 KN
30
10
250
32
B
75
38
100
10-1
-35
30
Transcribed Image Text:1) Ball bearings support the rotating axle shown below at points A and D. The rotating axle is loaded by a stationary (non-rotating) force of F = 6.8 kN. In the drawing below, all dimensions are in mm. While the real part has fillets (r=3mm), you can assume an abrupt change in geometry for each shaft step for this problem. The axle is machined from AISI cold-drawn steel with an ultimate strength of S_u = 690 MPa, a yield strength of S_y=580 MPa, and a modulus of Elasticity of E_steel = 207 GPa. Determine the displacement at the 6.8 kN load and points B and C. 6.8 KN 30 10 250 32 B 75 38 100 10-1 -35 30
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