hollow brass (6000 ksi) shaft CD and a thin-walled steel (G=12000 ksi) tube DE. The whole assembly is fixed at E. CD and DE are connected together using the flanged-bolt coupling shown with steel (G= 12000 ksi) bolts four of which have a 1-inch diameter and six of which have a 0.5-inch diameter. Meanwhile, BC and CD is attached using a flanged-bolt coupling consisting of eight steel (G= 12000 ksi) 0.75-mm diameter bolts forming a bolt circle with diameter of 6 inches. The 30 kipft torque acts on the right flange at D, the torque T acts on the right flange at C, and the 10 kipft torque acts on the rigid bar at B that connects AB and BC. Determine the following: a. Maximum shear stress in BC (ksi) b. Minimum shear stress in CD (ksi) c. Maximum shear stress in DE (ksi) d. Maximum shear stress in the bolts at C (ksi) e. Maximum shear stress in the bolts at D (ksi) f. Angle of rotation at end A (ᵒ)- show intermediate values for partial points
hollow brass (6000 ksi) shaft CD and a thin-walled steel (G=12000 ksi) tube DE. The whole assembly is fixed at E. CD and DE are connected together using the flanged-bolt coupling shown with steel (G= 12000 ksi) bolts four of which have a 1-inch diameter and six of which have a 0.5-inch diameter. Meanwhile, BC and CD is attached using a flanged-bolt coupling consisting of eight steel (G= 12000 ksi) 0.75-mm diameter bolts forming a bolt circle with diameter of 6 inches. The 30 kipft torque acts on the right flange at D, the torque T acts on the right flange at C, and the 10 kipft torque acts on the rigid bar at B that connects AB and BC. Determine the following: a. Maximum shear stress in BC (ksi) b. Minimum shear stress in CD (ksi) c. Maximum shear stress in DE (ksi) d. Maximum shear stress in the bolts at C (ksi) e. Maximum shear stress in the bolts at D (ksi) f. Angle of rotation at end A (ᵒ)- show intermediate values for partial points
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question
![C
12ft-
10 Kipft
44
A
T
a
a toda l
+
+ + + +
FLANGE-BOLT COUPLING at D
B
-2ft.
O
ABC
16-4f+
C
T
CD
-4f+
30 Kipft
[ s ]
0.5+
E
DE](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3f177076-233b-4285-9243-14928f45f77c%2F7f9725d5-307c-4447-b1b4-89f8337e2910%2Fkru7gpg_processed.png&w=3840&q=75)
Transcribed Image Text:C
12ft-
10 Kipft
44
A
T
a
a toda l
+
+ + + +
FLANGE-BOLT COUPLING at D
B
-2ft.
O
ABC
16-4f+
C
T
CD
-4f+
30 Kipft
[ s ]
0.5+
E
DE
Transcribed Image Text:The compound shaft shown is composed of a solid circular aluminum (G = 4000 ksi) shaft AB and BC, a
hollow brass (6000 ksi) shaft CD and a thin-walled steel (G=12000 ksi) tube DE. The whole assembly is
fixed at E. CD and DE are connected together using the flanged-bolt coupling shown with steel (G= 12000
ksi) bolts four of which have a 1-inch diameter and six of which have a 0.5-inch diameter. Meanwhile, BC
and CD is attached using a flanged-bolt coupling consisting of eight steel (G= 12000 ksi) 0.75-mm diameter
bolts forming a bolt circle with diameter of 6 inches. The 30 kipft torque acts on the right flange at D, the
torque T acts on the right flange at C, and the 10 kipft torque acts on the rigid bar at B that connects AB
and BC. Determine the following:
a. Maximum shear stress in BC (ksi)
b. Minimum shear stress in CD (ksi)
c. Maximum shear stress in DE (ksi)
d. Maximum shear stress in the bolts at C (ksi)
e. Maximum shear stress in the bolts at D (ksi)
f. Angle of rotation at end A (°) - show intermediate values for partial points
Use the following values:
Parameters
T = 74.5 kipft
d = 4.23 in
t = 0.25 in
a = 2.34 in
b = 3.23 in
c = 4.45 in
s = 3.34 in
Note: Double-headed arrows follow the direction of the thumb when using the right-hand rule.
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