
Quiz 1: Derivatives and Taylor Series
Authored by Alden Gabuya
Engineering
University
Used 2+ times

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30 questions
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1.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
A concrete beam under loading exhibits a deflection curve described by 𝑦(𝑥). The first derivative 𝑑𝑦/𝑑𝑥 at a point along the beam represents:
The maximum bending stress at that section
The curvature of the beam at that section
The slope or angle of deflection at that point
The total strain energy in the beam
2.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
In highway design, the first derivative of elevation along a road profile indicates:
The change in curvature per unit distance
The slope or grade of the road
The total elevation gain
The radius of the curve
3.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
The second derivative of the deflection curve 𝑦(𝑥) in a simply supported beam represents:
Shear force
Bending moment
Curvature
Axial stress
4.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
A surveyor uses Taylor Series to approximate a terrain elevation function near a known point. What is the physical significance of truncating the series after the first derivative term?
Assuming the slope remains constant
Ignoring all variations in curvature
Both A and B
None of the above
5.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
If the velocity of a falling object is represented by the first derivative of its displacement, what does the second derivative signify in a dam spillway study?
Velocity of water flow
Rate of energy loss
Acceleration due to gravity
Flow discharge
6.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
In pavement design, a Taylor Series expansion is used to estimate the stress at a point beneath the surface. Higher-order terms in the expansion help improve accuracy because they:
Account for linear variations only
Include nonlinear behavior of stress distribution
Reduce computational time
Ignore soil nonlinearity
7.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
A structural engineer uses the Taylor Series to approximate deflection 𝑦(𝑥) near the midspan of a beam. Neglecting higher-order terms causes:
Underestimation of bending moment
Overestimation of curvature
Small truncation error depending on the order of approximation
No effect at all
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