P-7. The steel shaft shown in the figure rotates at 6.40 Hz with 42 kW taken off at A, 27 kW removed at B, and 69 kW applied at C. Using G = 110 GPa. The shear stress developed @ BC is_ MPa A B 55 mm ¢ 65 mm 4 m 2 m O 12.173 16.747 20.505 25.942 31.821
P-7. The steel shaft shown in the figure rotates at 6.40 Hz with 42 kW taken off at A, 27 kW removed at B, and 69 kW applied at C. Using G = 110 GPa. The shear stress developed @ BC is_ MPa A B 55 mm ¢ 65 mm 4 m 2 m O 12.173 16.747 20.505 25.942 31.821
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![P-7. The steel shaft shown in the figure rotates at 6.40 Hz with 42 kW
taken off at A, 27 kW removed at B, and 69 kW applied at C. Using G = 110
GPa. The shear stress developed @ BC is_
MPa
A
B
55 mm ¢
65 mm o
4 m
2 m
12.173
16.747
20.505
25.942
31.821](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcd78ad46-a493-43b8-8316-46dd1d88dfba%2Fe4b6febb-6009-4954-bc13-c563603c4053%2F3cl5i7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:P-7. The steel shaft shown in the figure rotates at 6.40 Hz with 42 kW
taken off at A, 27 kW removed at B, and 69 kW applied at C. Using G = 110
GPa. The shear stress developed @ BC is_
MPa
A
B
55 mm ¢
65 mm o
4 m
2 m
12.173
16.747
20.505
25.942
31.821
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