6.5.1 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: Iz Iy = Sy² dA Sæ² dA For a composite area consisting of a finite number of components, the integration is replaced by summation and the general equation simplifies to I = Σ²₁ I; 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, I₂ = Īz + Ad² and Iy = Īv + Ad² where I and I are the moments of inertia of an area about its centroidal axes, A is the entire area, and dy 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 m ✦n →→ Part B - Moment of inertia of the composite area about the x axis The moment of inertia of the triangular shaped area is I₂ =1.00 x 105 mm². Given m = 70.0 mm and n = 35.0 mm, calculate the moment of inertia of the shaded area shown (Figure 1) about the x axis. Express your answer to three significant figures and include the appropriate units. ▸ View Available Hint(s) HA 1₂= Value n → Units

Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
icon
Related questions
Question

I have part A which was the following:A composite area consisting of the rectangle, semicircle, and a triangular cutout is shown (Figure 1). Calculate the moment of inertia of the triangle with respect to the x axis. The dimensions are m = 70.0 mmmm and n = 35.0 mm

Ix=1.00x106 mm4

6.5.1
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:
Iz
Iy
=
=
Sy² dA
S 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
I=Σ , I
where I₂ 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, I₂ = Īz + Ad² and Iy = Īy + Ad².
where I and I are the moments of inertia of an
area about its centroidal axes. A is the entire area, and
dy 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
m
Part B - Moment finertia of the composite area about the x axis
The moment of inertia of the triangular shaped area is I₂ = 1.00 x 10 mm. Given m = 70.0 mm and n = 35.0 mm, calculate
the moment of inertia of the shaded area shown (Figure 1) about the x axis.
Express your answer to three significant figures and include the appropriate units.
▸ View Available Hint(s)
μA
I₂ = Value
Units
m
?
Transcribed Image Text:6.5.1 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: Iz Iy = = Sy² dA S 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 I=Σ , I where I₂ 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, I₂ = Īz + Ad² and Iy = Īy + Ad². where I and I are the moments of inertia of an area about its centroidal axes. A is the entire area, and dy 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 m Part B - Moment finertia of the composite area about the x axis The moment of inertia of the triangular shaped area is I₂ = 1.00 x 10 mm. Given m = 70.0 mm and n = 35.0 mm, calculate the moment of inertia of the shaded area shown (Figure 1) about the x axis. Express your answer to three significant figures and include the appropriate units. ▸ View Available Hint(s) μA I₂ = Value Units m ?
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 3 steps with 11 images

Blurred answer
Recommended textbooks for you
Advanced Engineering Mathematics
Advanced Engineering Mathematics
Advanced Math
ISBN:
9780470458365
Author:
Erwin Kreyszig
Publisher:
Wiley, John & Sons, Incorporated
Numerical Methods for Engineers
Numerical Methods for Engineers
Advanced Math
ISBN:
9780073397924
Author:
Steven C. Chapra Dr., Raymond P. Canale
Publisher:
McGraw-Hill Education
Introductory Mathematics for Engineering Applicat…
Introductory Mathematics for Engineering Applicat…
Advanced Math
ISBN:
9781118141809
Author:
Nathan Klingbeil
Publisher:
WILEY
Mathematics For Machine Technology
Mathematics For Machine Technology
Advanced Math
ISBN:
9781337798310
Author:
Peterson, John.
Publisher:
Cengage Learning,
Basic Technical Mathematics
Basic Technical Mathematics
Advanced Math
ISBN:
9780134437705
Author:
Washington
Publisher:
PEARSON
Topology
Topology
Advanced Math
ISBN:
9780134689517
Author:
Munkres, James R.
Publisher:
Pearson,