PEARSON ETEXT ENGINEERING MECH & STATS
PEARSON ETEXT ENGINEERING MECH & STATS
15th Edition
ISBN: 9780137514724
Author: HIBBELER
Publisher: PEARSON
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Determine the rectangular and polar moments of inertia of the shaded area about the axes shown. Assume a = 14 in., b = 5 in., h = 10 in. y y = kvx h a Answers: Ix= i in.4 ly = i in 4 Iz = in.4
Axes A and B are centroidal for a given non-symmetric area and the product of inertia about these axes is 183.6 in“. Another set of axes, M and N, lie parallel to A and B at perpendicular vertical and horizontal distances from A and B of 5.76 in and 7.92 in, respectively. If the product of inertia about the M and N axes is 885.2 in“, determine the area magnitude. O in? O 18.15 in? 15.38 in? 10.61 in? 13.08 in? 22.19 in?
The variable h designates the arbitrary vertical location of the center of the circular cutout within the semicircular area. Determine the area moment of inertia about the x-axis for (a) h = 0 and (b) h = 4 in. y 3" 12" h LL Amswers: (a) h = 0 in.4 (b) h = 4 in. Ix= i in.4
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