3. A shaft composed of segments AC, CD and DB is fastened to rigid walls and loaded as shown. For bronze G = 35 GPa, for aluminum G = 28 GPA, and for steel G=83 GPa. Tc = 300 N.m T₁ = 700 N-m C Aluminum D A Bronze Steel 25 mm 25 mm 50 mm ◊ 2 m 2 m 2.5 m Determine: (a) FBD of the composite shaft showing T (N-m) vs. axial distance (b) the maximum shearing stress (MPa) developed in segment AC (c) the maximum shearing stress (MPa) developed in segment CD (d) the maximum shearing stress (MPa) developed in segment DB (e) angle of twist (deg) of point C w.r.t. A, OC/A (f) angle of twist (deg) of point D w.r.t. C, D/C ~3~
3. A shaft composed of segments AC, CD and DB is fastened to rigid walls and loaded as shown. For bronze G = 35 GPa, for aluminum G = 28 GPA, and for steel G=83 GPa. Tc = 300 N.m T₁ = 700 N-m C Aluminum D A Bronze Steel 25 mm 25 mm 50 mm ◊ 2 m 2 m 2.5 m Determine: (a) FBD of the composite shaft showing T (N-m) vs. axial distance (b) the maximum shearing stress (MPa) developed in segment AC (c) the maximum shearing stress (MPa) developed in segment CD (d) the maximum shearing stress (MPa) developed in segment DB (e) angle of twist (deg) of point C w.r.t. A, OC/A (f) angle of twist (deg) of point D w.r.t. C, D/C ~3~
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
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
Transcribed Image Text:3. A shaft composed of segments AC, CD and DB is fastened to rigid walls and
loaded as shown. For bronze G = 35 GPa, for aluminum G = 28 GPA, and for
steel G=83 GPa.
Tc = 300 N.m
T₁ = 700 N-m
C
Aluminum
D
A Bronze
Steel
25 mm
25 mm
50 mm ◊
2 m
2 m
2.5 m
Determine:
(a) FBD of the composite shaft showing T (N-m) vs. axial distance
(b) the maximum shearing stress (MPa) developed in segment AC
(c) the maximum shearing stress (MPa) developed in segment CD
(d) the maximum shearing stress (MPa) developed in segment DB
(e) angle of twist (deg) of point C w.r.t. A, OC/A
(f) angle of twist (deg) of point D w.r.t. C, D/C
~3~
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