International Edition---engineering Mechanics: Statics, 4th Edition
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN: 9781305501607
Author: Andrew Pytel And Jaan Kiusalaas
Publisher: CENGAGE L
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Chapter 9, Problem 9.51P
To determine

(a)

The principal moments of inertia and the principal directions at the centroid C for the semicircular region.

Expert Solution
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Answer to Problem 9.51P

The principal moments of inertia:

  I1=81.43×106 mm4

  I2=22.77×106 mm4

Principal directions are along x and y axes

Explanation of Solution

Given information:

The semicircular region:

International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 9, Problem 9.51P , additional homework tip  1

Calculations:

International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 9, Problem 9.51P , additional homework tip  2

Because to symmetry, the x- and y- axes are the principal axes at C.

Hence,

  I1=Iy=π8R4=π8(120)4I1=81.43×106 mm4I2=Ix=0.1098R4=0.1098(120)4I2=22.77×106 mm4

Conclusion:

The principal moments of inertia at the centroid C for the semicircular region shown are I1=81.43×106 mm4 and I2=22.77×106 mm4. And the principal directions are along x and y axes.

To determine

(b)

The moments and the products of inertia about the u-v-axes for the semicircular region shown.

Expert Solution
Check Mark

Answer to Problem 9.51P

Moments of inertia:

  Iu=33.2×106mm4

  Iv=71.0×106mm4

Products of inertia:

  Iuv=22.5×106mm4

Explanation of Solution

Given information:

For the semicircular region shown:

  I1=Iy=81.43×106 mm4

  I2=Ix=22.77×106 mm4

Calculations:

  12(Ix+Iy)=12(22.77+81.43)×106=52.10×106 mm412(IxIy)=12(22.7781.43)×106=29.33×106 mm4Moments of inertia about the u-v-axes, using the relations:Iu=12(Ix+Iy)+12(IxIy)cos2θIxysin2θIu=[52.1029.33 cos( 50 o)0]×106Iu=33.2×106mm4Iv=12(Ix+Iy)12(IxIy)cos2θ+Ixysin2θIv=[52.10+29.33 cos( 50 o)+0]×106Iv=71.0×106mm4Hence, Products of inertia about the u-v-axes:Iuv=12(IxIy)sin2θ+Ixycos2θIuv=[29.33 sin( 50 o)+0]×106Iuv=22.5×106mm4

Conclusion:

For the semicircular region, the moments of inertia about the u-v axes are Iu=33.2×106mm4 and Iv=71.0×106mm4. And the products of inertia about the u-v axes is Iuv=22.5×106mm4.

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Chapter 9 Solutions

International Edition---engineering Mechanics: Statics, 4th Edition

Ch. 9 - Compute the moment of inertia about the x-axis for...Ch. 9 - By integration, find the moment of inertia about...Ch. 9 - Figure (a) shows the cross section of a column...Ch. 9 - Compute the dimensions of the rectangle shown in...Ch. 9 - Compute Ix and Iy for the W867 shape dimensioned...Ch. 9 - Figure (a) shows the cross-sectional dimensions...Ch. 9 - A W867 section is joined to a C1020 section to...Ch. 9 - Compute Ix and Iy for the region shown.Ch. 9 - Prob. 9.19PCh. 9 - Calculate Ix for the shaded region, knowing that...Ch. 9 - Compute Iy for the region shown, given that...Ch. 9 - Prob. 9.22PCh. 9 - Prob. 9.23PCh. 9 - Determine Ix for the triangular region shown.Ch. 9 - Determine the distance h for which the moment of...Ch. 9 - A circular region of radius R/2 is cut out from...Ch. 9 - Prob. 9.27PCh. 9 - Determine the ratio a/b for which Ix=Iy for the...Ch. 9 - As a round log passes through a sawmill, two slabs...Ch. 9 - Prob. 9.30PCh. 9 - By numerical integration, compute the moments of...Ch. 9 - Use numerical integration to compute the moments...Ch. 9 - The plane region A is submerged in a fluid of...Ch. 9 - Use integration to verify the formula given in...Ch. 9 - For the quarter circle in Table 9.2, verify the...Ch. 9 - Determine the product of inertia with respect to...Ch. 9 - The product of inertia of triangle (a) with...Ch. 9 - Prob. 9.38PCh. 9 - For the region shown, Ixy=320103mm4 and Iuv=0....Ch. 9 - Prob. 9.40PCh. 9 - Calculate the product of inertia with respect to...Ch. 9 - Prob. 9.42PCh. 9 - Prob. 9.43PCh. 9 - The figure shows the cross section of a standard...Ch. 9 - Prob. 9.45PCh. 9 - Prob. 9.46PCh. 9 - Prob. 9.47PCh. 9 - Use numerical integration to compute the product...Ch. 9 - Determine the dimension b of the square cutout so...Ch. 9 - For the rectangular region, determine (a) the...Ch. 9 - Prob. 9.51PCh. 9 - Prob. 9.52PCh. 9 - Prob. 9.53PCh. 9 - Prob. 9.54PCh. 9 - Prob. 9.55PCh. 9 - The u- and v-axes are the principal axes of the...Ch. 9 - The x- and y-axes are the principal axes for the...Ch. 9 - Prob. 9.58PCh. 9 - The inertial properties of the region shown with...Ch. 9 - Determine Iu for the inverted T-section shown....Ch. 9 - Using Ix and Iu from Table 9.2, determine the...Ch. 9 - Show that every axis passing through the centroid...Ch. 9 - Prob. 9.63PCh. 9 - The L806010-mm structural angle has the following...Ch. 9 - Compute the principal centroidal moments of...Ch. 9 - Prob. 9.66PCh. 9 - Determine the principal axes and the principal...Ch. 9 - Compute the principal centroidal moments of...Ch. 9 - Find the moments and the product of inertia of the...Ch. 9 - Determine the moments and product of inertia of...Ch. 9 - Find the principal moments of inertia and the...Ch. 9 - Determine the moments and product of inertia of...Ch. 9 - Prob. 9.73PCh. 9 - Prob. 9.74PCh. 9 - The u- and v-axes are the principal axes of the...Ch. 9 - The x- and y-axes are the principal axes for the...Ch. 9 - Prob. 9.77PCh. 9 - The L806010-mm structural angle has the following...Ch. 9 - Prob. 9.79RPCh. 9 - Prob. 9.80RPCh. 9 - By integration, show that the product of inertia...Ch. 9 - Compute Ix and Iy for the shaded region.Ch. 9 - Using integration, evaluate the moments of inertia...Ch. 9 - The inertial properties at point 0 for a plane...Ch. 9 - Compute Ix and Iy for the shaded region.Ch. 9 - The flanged bolt coupling is fabricated by...Ch. 9 - Prob. 9.87RPCh. 9 - Compute Ix,Iy, and Ixy for the shaded region.Ch. 9 - Determine Ix and Ixy for the shaded region shown.Ch. 9 - Calculate Ix,Iy, and Ixy for the shaded region...Ch. 9 - For the shaded region shown, determine (a) Ix and...Ch. 9 - Use integration to find Ix,Iy, and Ixy for the...Ch. 9 - Determine the principal moments of inertia and the...Ch. 9 - The properties of the unequal angle section are...
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