A shaft composed of segments AC, CD, and DB is fastened to rigid supports and loaded as shown in Fig. P-323. For bronze, G = 35 GP%3; aluminum, G = 28 GPa, and for steel, G = 83 GPa. Determine the maximum shearing stress developed in each segment. Tc = 300 N-m CAluminumD Tp = 700 N-m A Bronze TA Steel B TB 25 mm o 25 mm o 50 mm ở 2 m 2 m 2.5 m Figure P-323

Structural Analysis
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Chapter2: Loads On Structures
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A shaft composed of segments AC, CD, and DB
is fastened to rigid supports and loaded as
shown in Fig. P-323. For bronze, G = 35 GP%3;
aluminum, G = 28 GPa, and for steel, G = 83
GPa. Determine the maximum shearing stress
developed in each segment.
Tc = 300 N-m
Tp = 700 N-m
CAluminum D
A Bronze
TA
Steel
B
TB
25 mm o
25 mm o
50 mm o
2 m
2 m
2.5 m
Figure P-323
Transcribed Image Text:A shaft composed of segments AC, CD, and DB is fastened to rigid supports and loaded as shown in Fig. P-323. For bronze, G = 35 GP%3; aluminum, G = 28 GPa, and for steel, G = 83 GPa. Determine the maximum shearing stress developed in each segment. Tc = 300 N-m Tp = 700 N-m CAluminum D A Bronze TA Steel B TB 25 mm o 25 mm o 50 mm o 2 m 2 m 2.5 m Figure P-323
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