(6) For the composite beam shown in the figure, which is bended about a horizontal axis by a couple of moment M = 1000 N · m, determine the maximum stresses in Materials A and B. Material A, E = 210 GPa 20 mm M 40 mm Material B, E = 69 GPa 20 mm

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(6) For the composite beam shown in the figure, which is bended about a horizontal axis by a couple of
moment M = 1000 N · m, determine the maximum stresses in Materials A and B.
Material A, E=210 GPa
20 mm
M
40 mm
Material B, E= 69 GPa
20 mm
Transcribed Image Text:(6) For the composite beam shown in the figure, which is bended about a horizontal axis by a couple of moment M = 1000 N · m, determine the maximum stresses in Materials A and B. Material A, E=210 GPa 20 mm M 40 mm Material B, E= 69 GPa 20 mm
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