Additional board-style practice items for this topic.
Question Bank: q451
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / Engr. Janclyde Espinosa (Clidez)
Find the moment of inertia of the first-quadrant area bounded by y2=9x and x=4 with respect to the x-axis.
Answer:
576/5
567/5
584/5
548/5
For $y^2=9x$, use horizontal strips from $y=0$ to $6$, with $x$ from $y^2/9$ to 4. Moment of inertia about the x-axis: $I_x=\int_0^6 y^2\left(4-\frac{y^2}{9}\right)dy$ $I_x=4\frac{6^3}{3}-\frac{1}{9}\frac{6^5}{5}$ $\boxed{576/5}$
Question Bank: q452
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / Engr. Janclyde Espinosa (Clidez)
Find Iy for the area bounded by y=x2 and y=2x.
Answer:
1.6
1.8
2.0
2.2
For the area between $y=2x$ and $y=x^2$, intersections are $x=0$ and $x=2$. Moment of inertia about the y-axis: $I_y=\int_0^2 x^2(2x-x^2)dx$ $I_y=\left[\frac{x^4}{2}-\frac{x^5}{5}\right]_0^2$ $\boxed{1.6}$
Question Bank: q453
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / Engr. Janclyde Espinosa (Clidez)
Determine the moment of inertia about the centroidal y-axis of the area bounded by y=x2 and y=2x.
Answer:
4/15
3/16
7/16
8/15
For the same area, $A=\int_0^2(2x-x^2)dx=4/3$ and $\bar{x}=1$. Also $I_y=1.6=8/5$. The centroidal value is: $I_{\bar{y}}=I_y-A\bar{x}^2$ $I_{\bar{y}}=\frac{8}{5}-\frac{4}{3}$ $\boxed{4/15}$
Question Bank: t1752
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Find the moment of inertia of the area bounded by the curve $x^{2}=4y$, the line $y=1$ and the y-axis on the first quadrant with respect to x-axis.
6/5
7/2
4/7
8/7
For $x^2=4y$, the first-quadrant region has $0\le y\le1$ and $0\le x\le2\sqrt{y}$. For moment of inertia about the x-axis, $$I_x=\int y^2\,dA$$ Using horizontal strips: $$I_x=\int_0^1 y^2(2\sqrt{y})dy$$ $$I_x=2\int_0^1y^{5/2}dy=2\left(\frac{2}{7}\right)=\frac{4}{7}$$ Therefore, $\boxed{I_x=4/7}$.
Question Bank: t1753
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Find the moment of inertia of the area bounded by the curve $x^{2}=4y$, the line $y=1$ and the y-axis on the first quadrant with respect to y-axis.
19/3
16/15
13/15
15/16
For $x^2=4y$, the first-quadrant region bounded by $y=1$ and the y-axis has $0\le y\le1$ and $0\le x\le2\sqrt{y}$. For the moment of inertia about the y-axis, $$I_y=\int x^2\,dA$$ $$I_y=\int_0^1\int_0^{2\sqrt{y}}x^2\,dx\,dy$$ $$I_y=\int_0^1\frac{(2\sqrt{y})^3}{3}dy=\frac{8}{3}\int_0^1y^{3/2}dy$$ $$I_y=\frac{8}{3}\left(\frac{2}{5}\right)=\frac{16}{15}$$ Therefore, $\boxed{I_y=16/15}$.
Question Bank: t1754
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Find the moment of inertia of the area bounded by the curve $x^{2}=8y$, the line $x=4$ and the x-axis on the first quadrant with respect to x-axis.
1.52
2.61
1.98
2.36
The region is under $y=x^2/8$ from $x=0$ to $x=4$. For moment of inertia about the x-axis, $$I_x=\int y^2\,dA$$ Using vertical strips: $$I_x=\int_0^4\int_0^{x^2/8}y^2\,dy\,dx$$ $$I_x=\int_0^4\frac{1}{3}\left(\frac{x^2}{8}\right)^3dx=\int_0^4\frac{x^6}{1536}dx$$ $$I_x=\frac{4^7}{7(1536)}=1.52$$ Therefore, $\boxed{I_x=1.52}$.
Question Bank: t1755
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Find the moment of inertia of the area bounded by the curve $x^{2}=8y$, the line $x=4$ and the x-axis on the first quadrant with respect to y-axis.
25.6
21.8
31.6
36.4
The region is in the first quadrant under $y=x^2/8$ from $x=0$ to $x=4$. For the moment of inertia about the y-axis, $$I_y=\int x^2\,dA$$ Using vertical strips: $$I_y=\int_0^4 x^2\left(\frac{x^2}{8}\right)dx$$ $$I_y=\frac{1}{8}\int_0^4x^4dx=\frac{1}{8}\left[\frac{x^5}{5}\right]_0^4$$ $$I_y=25.6$$ Therefore, $\boxed{I_y=25.6}$.
Question Bank: t1756
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Find the moment of inertia of the area bounded by the curve $y^{2}=4x$, the line $x=1$ and the x-axis on the first quadrant with respect to x-axis.
1.067
1.142
1.861
1.232
In the first quadrant, the region is $0\le x\le1$ and $0\le y\le2\sqrt{x}$. For moment of inertia about the x-axis, $$I_x=\int y^2\,dA$$ Using vertical strips: $$I_x=\int_0^1\int_0^{2\sqrt{x}}y^2\,dy\,dx$$ $$I_x=\int_0^1\frac{(2\sqrt{x})^3}{3}dx=\frac{8}{3}\int_0^1x^{3/2}dx$$ $$I_x=\frac{8}{3}\left(\frac{2}{5}\right)=\frac{16}{15}=1.067$$ Therefore, $\boxed{I_x=1.067}$.
Question Bank: t1757
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Find the moment of inertia of the area bounded by the curve $y^{2}=4x$, the line $x=1$ and the x-axis on the first quadrant with respect to y-axis.
0.571
0.682
0.436
0.716
In the first quadrant, $0\le x\le1$ and $0\le y\le2\sqrt{x}$. For the moment of inertia about the y-axis, $$I_y=\int x^2\,dA$$ Using vertical strips: $$I_y=\int_0^1 x^2(2\sqrt{x})dx=2\int_0^1x^{5/2}dx$$ $$I_y=2\left[\frac{2}{7}x^{7/2}\right]_0^1=\frac{4}{7}=0.571$$ Therefore, $\boxed{I_y=0.571}$.
Question Bank: t1758
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Determine the moment of inertia with respect to x-axis of the region in the first quadrant which is bounded by the curve $y^{2}=4x$, the line $y=2$ and y-axis.
1.6
2.3
1.3
1.9
In the first quadrant, $0\le y\le2$ and $0\le x\le y^2/4$. For the moment of inertia about the x-axis, $$I_x=\int y^2\,dA$$ Using horizontal strips: $$I_x=\int_0^2 y^2\left(\frac{y^2}{4}\right)dy$$ $$I_x=\frac{1}{4}\int_0^2y^4dy=\frac{1}{4}\left[\frac{y^5}{5}\right]_0^2$$ $$I_x=1.6$$ Therefore, $\boxed{I_x=1.6}$.
Question Bank: t1759
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Find the moment of inertia of the area bounded by the curve $y^{2}=4x$, the line $y=2$ and the y-axis on the first quadrant with respect to y-axis.
0.095
0.064
0.088
0.076
In the first quadrant, $0\le y\le2$ and $0\le x\le y^2/4$. For the moment of inertia about the y-axis, $$I_y=\int x^2\,dA$$ Using horizontal strips: $$I_y=\int_0^2\int_0^{y^2/4}x^2\,dx\,dy$$ $$I_y=\int_0^2\frac{1}{3}\left(\frac{y^2}{4}\right)^3dy=\int_0^2\frac{y^6}{192}dy$$ $$I_y=\frac{128}{1344}=0.095$$ Therefore, $\boxed{I_y=0.095}$.
Question Bank: t1760
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / BEMz
Find the moment of inertia with respect to x-axis of the area bounded by the parabola $y^{2}=4x$ and the line $x=1$.
2.35
2.68
2.13
2.56
The line $x=1$ intersects $y^2=4x$ at $y=\pm2$. Using horizontal strips, the width is $$1-\frac{y^2}{4}$$ Thus the moment of inertia about the x-axis is $$I_x=\int_{-2}^{2}y^2\left(1-\frac{y^2}{4}\right)dy$$ Because the region is symmetric: $$I_x=2\int_0^2\left(y^2-\frac{y^4}{4}\right)dy$$ $$I_x=2\left[\frac{y^3}{3}-\frac{y^5}{20}\right]_0^2=2.13$$ Therefore, $\boxed{I_x=2.13}$.
Question Bank: t2087
MSTE - Integral Calculus / Moment of Inertia of a Plane Area / Besavilla CE Pre-Board Math & Surveying
What is the moment of inertia with respect to the x and y-axis of the area bounded in the first quadrant by the parabola $y^2 = 4x$, the line $x = 1$ and the x-axis.
2.36
1.07
1.52
1.78
2.87
In the first quadrant, $y=2\sqrt{x}$ from $x=0$ to $x=1$. For a vertical strip, the moment of inertia about the x-axis is $I_x=\int_0^1 \frac{1}{3}y^3\,dx$ $I_x=\int_0^1 \frac{1}{3}(2\sqrt{x})^3\,dx=\frac{8}{3}\int_0^1 x^{3/2}\,dx$ $I_x=\frac{8}{3}\left(\frac{2}{5}\right)=\frac{16}{15}$ $\boxed{I_x\approx1.07}$ The printed prompt mentions both axes, but the keyed answer matches the x-axis value.
Problem: Rectangle Moment of Inertia About Centroidal Axis
Find Ix for a rectangle 300 mm wide and 500 mm deep about its centroidal horizontal axis.