9.41 through 9.44 Determine the moments of inertia I, and I, of the area shown with respect to centroidal axes respectively parallel and perpendicular to side AB. A 1.2 in. 5.0 in. 1.8 in. + 0.9 in.- 2.0 in. 2.1 in. B
9.41 through 9.44 Determine the moments of inertia I, and I, of the area shown with respect to centroidal axes respectively parallel and perpendicular to side AB. A 1.2 in. 5.0 in. 1.8 in. + 0.9 in.- 2.0 in. 2.1 in. B
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 2P
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Transcribed Image Text:9.41 through 9.44 Determine the moments of inertia I, and I, of
the area shown with respect to centroidal axes respectively parallel
and perpendicular to side AB.
↓
1.2 in.
5.0 in.
1.8 in.
+
0.9 in.
Fig. P9.43
2.0 in. 2.1 in.
B
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