CFM 302 Structures Exam: Centroids, Moments of Inertia, and Beam Analysis, Exams of Advanced Education

A series of true/false questions and multiple-choice questions related to the concepts of centroids, moments of inertia, and beam analysis in structural engineering. It covers topics such as the definition of a centroid, the calculation of moments of inertia for different shapes, the parallel axis theorem, and the properties of shear and moment diagrams. The questions are designed to test understanding of these fundamental concepts and their application in structural design.

Typology: Exams

2024/2025

Available from 04/14/2025

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CFM 302 Structures Exam Latest
Update
The point within a planar area that corresponds to the center of gravity is called the
centroid of the area.
True
False - Answer True
Which of the following is NOT true about the basic cross-sectional properties of a beam?
Material density can be ignored when calculating the centroid for homogeneous
members with constant thickness
The centroid is sometimes referred to as "the moment of an area"
A member oriented as a plank, as opposed to a rafter, has 8 times more resistance to
deflection
The method for finding centroids is based on the method of determining the resultants
of parallel force systems - Answer A member oriented as a plank, as opposed to a rafter,
has 8 times more resistance to deflection
The centroid of a triangle is located at which point along the length of the base, b? -
Answer b / 3
Which of the following is NOT true about the process for calculating centroids? - Answer
A convenient reference origin is often the upper right corner of the composite shape
Which of the following is NOT true about the moment of inertia?
The moment of inertia is sometimes referred to as "the second moment of an area"
Moment of inertia measures the ability of a beam's cross-sectional shape to resist
bending and deflection
Moment of inertia is a measure of cross-sectional stiffness
A beam with a small moment of inertia will have smaller stresses and deflections than
one with a larger I-value - Answer A beam with a small moment of inertia will have
smaller stresses and deflections than one with a larger I-value
Members wtih larger moments of inertia will always have larger cross-sectional areas
True
False - Answer False
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The point within a planar area that corresponds to the center of gravity is called the centroid of the area. True False - Answer True Which of the following is NOT true about the basic cross-sectional properties of a beam? Material density can be ignored when calculating the centroid for homogeneous members with constant thickness The centroid is sometimes referred to as "the moment of an area" A member oriented as a plank, as opposed to a rafter, has 8 times more resistance to deflection The method for finding centroids is based on the method of determining the resultants of parallel force systems - Answer A member oriented as a plank, as opposed to a rafter, has 8 times more resistance to deflection The centroid of a triangle is located at which point along the length of the base, b? - Answer b / 3 Which of the following is NOT true about the process for calculating centroids? - Answer A convenient reference origin is often the upper right corner of the composite shape Which of the following is NOT true about the moment of inertia? The moment of inertia is sometimes referred to as "the second moment of an area" Moment of inertia measures the ability of a beam's cross-sectional shape to resist bending and deflection Moment of inertia is a measure of cross-sectional stiffness A beam with a small moment of inertia will have smaller stresses and deflections than one with a larger I-value - Answer A beam with a small moment of inertia will have smaller stresses and deflections than one with a larger I-value Members wtih larger moments of inertia will always have larger cross-sectional areas True False - Answer False

Which of the following equations is used to calculate the moment of inertia for a triangular shape? bh3 / 12 bh3 / 24 bh3 / 36 bh3 / 48 - Answer bh3 / 36 Which of the following is NOT true about the parallel axis theorom? The parallel axis theorom is used to compute the moment of inertia for a shape about any axis parallel to the centroidal axis A negative distance from the centroidal axis has a negative effect on the composite moment of inertia The parallel axis theorom is typically used for calculating the moment of inertia for composite areas It is necessary to know the location of the centroid of a shape before solving the moment of inertia - Answer A negative distance from the centroidal axis has a negative effect on the composite moment of inertia The radius of gyration is a cross-sectional property that is used in structural beam design. True False - Answer False Which of the following wide flange beam sections has the largest moment of inertia? W 33- W 27- W 30- W 24-162 - Answer W 30- Which of the following beam classifications is used to identify a beam with two supports, where one end is fixed? (pg. 333) Simply Supported Cantilever Propped

moment diagrams? (pg. 349) A zero-degree curve represents a straight horizontal line A first-degree curve represents a straight sloped line that may be increasing or decreasing

A second-degree curve is parabolic in shape

A third-degree curve is generally shallower than a second-degree curve - Answer A third-degree curve is generally shallower than a second-degree curve

Which of the following is NOT true about the endpoint properties of shear and moment diagrams? (pg. 351)

The shear must equal the end reaction at the location of simply supported beam ends

The moment must be zero at the location of simply supported beam ends

Both the shear and the moment are zero at the free end of a cantilever beam

The moment must be zero at the location of a fixed beam end - Answer The moment must be zero at the location of a fixed beam end

Which of the following is NOT true about the properties of a shear diagram? (pg. 351)

A concentrated force produces an abrupt change in shear

A uniformly distributed load acting downward produces a positive slope in the shear diagram

The change in shear between any force is equal to the concentrated force

The change in shear between any two sections is given by the area under the load diagram for the same two sections - Answer A uniformly distributed load acting downward produces a positive slope in the shear diagram

Which of the following is NOT true about the properties of a moment diagram? (pg. 351)

A positive area on the shear diagram causes a corresponding negative slope on the moment diagram

The slope at any point on the moment diagram is given by the shear at the corresonding onit on the shear diagram

The change in moment between any two sections is given by the area under the shear diagram for the same two sections

A moment applied to a beam will cause the moment diagram to change abruptly by the same amount - Answer A positive area on the shear diagram causes a corresponding negative slope on the moment diagram