Additional Problem #2 30 mm Locate the centroid of the cross-sectional area at right. Sketch the cross-sectional area to scale and show the location of the centroid on your sketch. Show the scale on the drawing. 40 mm 50 mm For problems 6.2 and addl. #2 use Table 6.1 in OK (Section 6.1 posted on Canvas) 60 mm 100 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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**Additional Problem #2**

Locate the centroid of the cross-sectional area at right. Sketch the cross-sectional area to scale and show the location of the centroid on your sketch. Show the scale on the drawing.

For problems 6.2 and addl. #2 use Table 6.1 in OK (Section 6.1 posted on Canvas).

---

**Diagram Explanation:**

The diagram shows a stepped cross-sectional area consisting of two rectangular sections. 

- The top section has a height of 30 mm and a horizontal length of 60 mm.
- The bottom section is 40 mm in height and 100 mm in length horizontally.
- The overall height (y-axis) measures 50 mm, while the total width (x-axis) is 160 mm. 

This illustration provides a clear structure for calculating the centroid by assessing the geometric properties of each section relative to the axes.
Transcribed Image Text:**Additional Problem #2** Locate the centroid of the cross-sectional area at right. Sketch the cross-sectional area to scale and show the location of the centroid on your sketch. Show the scale on the drawing. For problems 6.2 and addl. #2 use Table 6.1 in OK (Section 6.1 posted on Canvas). --- **Diagram Explanation:** The diagram shows a stepped cross-sectional area consisting of two rectangular sections. - The top section has a height of 30 mm and a horizontal length of 60 mm. - The bottom section is 40 mm in height and 100 mm in length horizontally. - The overall height (y-axis) measures 50 mm, while the total width (x-axis) is 160 mm. This illustration provides a clear structure for calculating the centroid by assessing the geometric properties of each section relative to the axes.
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