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y-centroid? K 1.2 in 5 in. a. 2.14 in. b. 0.49 in. c. 3.54 in. 5 in. 1 in. ret d. 1.59 in. 9.
y-centroid? K 1.2 in 5 in. a. 2.14 in. b. 0.49 in. c. 3.54 in. 5 in. 1 in. ret d. 1.59 in. 9. (3pts) Determine the moment of inertia about the reference line in the cross-section shown above. a. 87.7 in c. 12.9 in b. 51.7 in d. 50.4 in
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Numerical Methods For Engineers
Authors: Steven C. Chapra, Raymond P. Canale
5th Edition
978-0071244299, 0071244298
