The method
Before using the result
- Centroidal bending axis parallel to rectangle width. Inner diameter is used only for a hollow circle; no code section tables or plastic section modulus.
Worked examples
These original training examples illustrate the method for Structural Engineering (SE) Examination. Use the matching “Load example” button above to explore a variation; example values are not equipment settings or prescribed criteria.
1. Worked example
Distinguish cross-sectional area from the second moment of area. See why changing the depth of a rectangular section affects bending stiffness much more than changing its width.
- Cross-section
- Rectangle
- Rectangle width
- 0.1 m
- Rectangle depth
- 0.2 m
- Section: Rectangle; area = 0.020000000000000004 m².
- I = 0.00006666666666666668 m⁴; Z = I/c = 0.0006666666666666668 m³.
- Area: 0.02 m²
- Centroidal I: 0.00006666667 m⁴
- Elastic section modulus: 0.0006666667 m³
2. Comparison example
Compare a different supplied condition using the same method. For Engin Exam, the important check is that the input meaning, units and method assumptions still match the problem.
- Cross-section
- Rectangle
- Rectangle width
- 0.1 m
- Rectangle depth
- 0.3 m
- Section: Rectangle; area = 0.03 m².
- I = 0.00022499999999999997 m⁴; Z = I/c = 0.0014999999999999998 m³.
- Area: 0.03 m²
- Centroidal I: 0.000225 m⁴
- Elastic section modulus: 0.0015 m³
Check your understanding
1. Which relationship is used?
Rectangle: A=bh, Ix=bh³/12. Circle: A=πD²/4, I=πD⁴/64. Hollow circle: subtract inner area and inertia. Z=I/c.
2. Which assumption should you check first?
Centroidal bending axis parallel to rectangle width. Inner diameter is used only for a hollow circle; no code section tables or plastic section modulus.
3. How should you verify a different unit system?
Convert every input to the displayed calculation units first. Equivalent physical inputs must give equivalent results; a unit label alone does not convert a number.
Continue with the matching exam topic
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