900 lb/ft b. 60° 3 ft | 30° 6 ft
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A: Given:- λobs = 759 nm.λ0 = 656 nm
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A: V=kqr
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A: Option c
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A: D
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A: 8th is true
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Q: that can move along the
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A: Option c is
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A: No, it can not qualify as a wave function.
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A:
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A: Given m=0.85kg L=1.5m h=0.08m
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A: The solution is given in the next image :
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Determine the resultant internal loadings acting on section b–b through the centroid C on the beam.
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