*6-124 The member has a brass core bonded to a steel cas- ing. If a couple moment of 8 kN m is applied at its end, determine the maximum bending stress in the member. Ebr 100 GPa, E, 200 GPa. 8 kN·m 3 m 20 mm 100 mm 20 mm 20 mm 20 mm 100 mm Prob. 6-124

Structural Analysis
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Chapter2: Loads On Structures
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*6-124 The member has a brass core bonded to a steel cas-
ing. If a couple moment of 8 kN m is applied at its end,
determine the maximum bending stress in the member.
Ebr 100 GPa, E, 200 GPa.
8 kN·m
3 m
20 mm
100 mm
20 mm
20 mm
20 mm
100 mm
Prob. 6-124
Transcribed Image Text:*6-124 The member has a brass core bonded to a steel cas- ing. If a couple moment of 8 kN m is applied at its end, determine the maximum bending stress in the member. Ebr 100 GPa, E, 200 GPa. 8 kN·m 3 m 20 mm 100 mm 20 mm 20 mm 20 mm 100 mm Prob. 6-124
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