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Quiz 1: Derivatives and Taylor Series

Authored by Alden Gabuya

Engineering

University

Used 2+ times

Quiz 1: Derivatives and Taylor Series
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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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