Moment of Inertia of Composite Areas Learning Goal: To be able to calculate the moment of inertia of composite areas. An object's moment of inertia is calculated analytically via integration, which involves dividing the object's area into the elemental strips that are parallel to the axes and then performing the integration of the strip's moment of inertia. In practice, engineers often encounter structural members that have areas composed of the common geometric shapes, such as rectangles, triangles, and circles, whose areas, centroidal locations, and moments of inertia about their centroidal axes are either known or can be calculated easily. Determining the moment of inertia of a composite area with respect to any axis is based on the following definitions: = /v = Sy² dA √x² dA For a composite area consisting of a finite number of components, the integration is replaced by summation and the general equation simplifies to 1-14 where I, is the moment of inertia of the composite area's ith component with respect to the same reference axis. Therefore, the moment of inertia of a composite area with respect to a reference axis is equal to the algebraic sum of the moment of inertia of the components with respect to the same axis. In finding the moment of inertia of the components with respect to the desired axis, the parallel-axis theorem is sometimes necessary. Thus, 1 = 7+ Ad² and 1 = 7, + -Ad². where I, and I are the moments of inertia of an area about its centroidal axes, A is the entire area, and d, and d, are the perpendicular distances between the parallel axes. Compared to the integration method, this summation method is a simpler one for determining the moments of inertia of areas. Part A Moment of inertia of a triangle with respect to the x axis A composite area consisting of the rectangle, semicircle, and a triangular cutout is shown. Calculate the moment of inertia of the triangle with respect to the x axis. The dimensions are ma = 70.0 mm and nb = 35.0 mm. Express your answer to three significant figures and include the appropriate units. x m You did not open hints for this part. ANSWER: n- m n→> m

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Moment of Inertia of Composite Areas
Learning Goal:
To be able to calculate the moment of inertia of composite areas.
An object's moment of inertia is calculated analytically via integration, which involves dividing the object's area into the
elemental strips that are parallel to the axes and then performing the integration of the strip's moment of inertia.
In practice, engineers often encounter structural members that have areas composed of the common geometric shapes,
such as rectangles, triangles, and circles, whose areas, centroidal locations, and moments of inertia about their centroidal
axes are either known or can be calculated easily.
Determining the moment of inertia of a composite area with respect to any axis is based on the following definitions:
=
/v
=
Sy² dA
√x² dA
For a composite area consisting of a finite number of components, the integration is replaced by summation and the general
equation simplifies to
1-14
where I, is the moment of inertia of the composite area's ith component with respect to the same reference axis.
Therefore, the moment of inertia of a composite area with respect to a reference axis is equal to the algebraic sum of the
moment of inertia of the components with respect to the same axis. In finding the moment of inertia of the components with
respect to the desired axis, the parallel-axis theorem is sometimes necessary.
Thus, 1 = 7+ Ad² and 1 = 7, + -Ad².
where I, and I are the moments of inertia of an area about its centroidal axes, A is the entire area, and d, and d, are the
perpendicular distances between the parallel axes.
Compared to the integration method, this summation method is a simpler one for determining the moments of inertia of
areas.
Part A Moment of inertia of a triangle with respect to the x axis
A composite area consisting of the rectangle, semicircle, and a triangular cutout is shown. Calculate the moment of
inertia of the triangle with respect to the x axis. The
dimensions are ma = 70.0 mm and nb = 35.0 mm.
Express your answer to three significant figures and
include the appropriate units.
x
m
Transcribed Image Text:Moment of Inertia of Composite Areas Learning Goal: To be able to calculate the moment of inertia of composite areas. An object's moment of inertia is calculated analytically via integration, which involves dividing the object's area into the elemental strips that are parallel to the axes and then performing the integration of the strip's moment of inertia. In practice, engineers often encounter structural members that have areas composed of the common geometric shapes, such as rectangles, triangles, and circles, whose areas, centroidal locations, and moments of inertia about their centroidal axes are either known or can be calculated easily. Determining the moment of inertia of a composite area with respect to any axis is based on the following definitions: = /v = Sy² dA √x² dA For a composite area consisting of a finite number of components, the integration is replaced by summation and the general equation simplifies to 1-14 where I, is the moment of inertia of the composite area's ith component with respect to the same reference axis. Therefore, the moment of inertia of a composite area with respect to a reference axis is equal to the algebraic sum of the moment of inertia of the components with respect to the same axis. In finding the moment of inertia of the components with respect to the desired axis, the parallel-axis theorem is sometimes necessary. Thus, 1 = 7+ Ad² and 1 = 7, + -Ad². where I, and I are the moments of inertia of an area about its centroidal axes, A is the entire area, and d, and d, are the perpendicular distances between the parallel axes. Compared to the integration method, this summation method is a simpler one for determining the moments of inertia of areas. Part A Moment of inertia of a triangle with respect to the x axis A composite area consisting of the rectangle, semicircle, and a triangular cutout is shown. Calculate the moment of inertia of the triangle with respect to the x axis. The dimensions are ma = 70.0 mm and nb = 35.0 mm. Express your answer to three significant figures and include the appropriate units. x m
You did not open hints for this part.
ANSWER:
n-
m
n→>
m
Transcribed Image Text:You did not open hints for this part. ANSWER: n- m n→> m
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