Q.6. A circular bar AB with ends fixed against rotation has a hole extending for half of its length as shown in figure below. The outer diameter of the bar is da= 3.0 in. and the diameter of the hole is di = 2.4 in. If the shafts material is steel with shear modulus G = 11 x -25 in. 3.0 in. -25 in. To %3D 10 psi, and the torque is To = 8,000 lb-in. Calculate: 2.4 3.0 in in. (a) The maximum and the minimum shear stress in segment CB. Fig (6) (b) The angle of rotation Ø, with respect to point A.
Q.6. A circular bar AB with ends fixed against rotation has a hole extending for half of its length as shown in figure below. The outer diameter of the bar is da= 3.0 in. and the diameter of the hole is di = 2.4 in. If the shafts material is steel with shear modulus G = 11 x -25 in. 3.0 in. -25 in. To %3D 10 psi, and the torque is To = 8,000 lb-in. Calculate: 2.4 3.0 in in. (a) The maximum and the minimum shear stress in segment CB. Fig (6) (b) The angle of rotation Ø, with respect to point A.
Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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
Transcribed Image Text:Q.6. A circular bar AB with ends fixed against rotation has a hole
extending for half of its length as shown in figure below. The outer
diameter of the bar is d2 = 3.0 in. and the diameter of the hole is di
= 2.4 in. If the shafts material is steel with shear modulus G
-25 in-
25 in.-
4 3.0 in.
To
11 x
OF
10 psi, and the torque is T, = 8,000 lb-in. Calculate:
2.4
in.
3.0
in.
Fig (6)
(a) The maximum and the minimum shear stress in segment CB.
(b) The angle of rotation Ø, with respect to point A.
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