The cross-sectional area of a wide-flange I-beam has the handbook value of I = 654 in.4 by treating the section a

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The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close approximation to the handbook value of \( \bar{I}_x = 654 \, \text{in.}^4 \) by treating the section as being composed of three rectangles.

![I-beam Diagram](#)

**Diagram Explanation:**
- The I-beam is oriented vertically, with the y-axis indicated at the top and the x-axis at the center.
- The dimensions of the I-beam are labeled:
  - The width of the top and bottom flanges is \(7.073 \, \text{in.}\).
  - The thickness of each flange is \(0.628 \, \text{in.}\).
  - The height of the web (vertical section between the flanges) is \(16.25 \, \text{in.}\).
  - The thickness of the web is \(0.380 \, \text{in.}\).

**Calculated Moment of Inertia:**

\[
\text{Answer: } \bar{I}_x = 736.478 \, \text{in.}^4
\]
Transcribed Image Text:The cross-sectional area of a wide-flange I-beam has the dimensions shown. Obtain a close approximation to the handbook value of \( \bar{I}_x = 654 \, \text{in.}^4 \) by treating the section as being composed of three rectangles. ![I-beam Diagram](#) **Diagram Explanation:** - The I-beam is oriented vertically, with the y-axis indicated at the top and the x-axis at the center. - The dimensions of the I-beam are labeled: - The width of the top and bottom flanges is \(7.073 \, \text{in.}\). - The thickness of each flange is \(0.628 \, \text{in.}\). - The height of the web (vertical section between the flanges) is \(16.25 \, \text{in.}\). - The thickness of the web is \(0.380 \, \text{in.}\). **Calculated Moment of Inertia:** \[ \text{Answer: } \bar{I}_x = 736.478 \, \text{in.}^4 \]
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