- 2072 Chaitra · 12 marks
Principal MI and axes, 120 cm section
Short answer
Centroid at (58.48, 52.09) cm. I_x=1.225×10^7, I_y=1.003×10^7, I_xy=-1.585×10^6 cm^4. Principal moments: I_max=1.307×10^7, I_min=9.207×10^6 cm^4. Principal axes through centroid at 27.53° (I_max) and -62.47° (I_min) from +x axis.
Determine principal moment of inertia and draw orientation of principal axes of the figure shown in figure below. [Figure: section with a sloping left edge: 50 cm top width, 20 cm; vertical dimensions 120 cm, 30 cm and 45 cm; bottom width 120 cm.]
Dimensions and assumptions (read from the figure):
- Dimensions in cm. Polygon (0,0), (120,0), (120,45), (70,120), (20,120): bottom 120, height 120, top width 50, left sloping edge with horizontal 20, right vertical 45.
Properties of the parts (x, y measured from the reference origin; about the part's own centroid; area in , I in )
| Part | Sign | A | |||||
|---|---|---|---|---|---|---|---|
| Section | + | 58.48 | 52.09 |
Centroid
Moments and product of inertia about the centroidal axes
With , and the parallel-axis theorems , , :
| Part | |||
|---|---|---|---|
| Section (+) | |||
| Total about centroid |
Principal moments of inertia and principal axes
Orientation: , so (and ).
- The axis of makes 27.53° with the +x axis (anticlockwise positive); the axis of is at -62.47° (perpendicular), both passing through the centroid (58.48, 52.09) measured from the reference origin.
Answer: , ; principal axes through the centroid at 27.53° (for ) and -62.47° (for ) from the +x axis.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Orientation of principal axes and MI of composite section · Strength of Materials, chapter 2
- Principal MI of stepped section (cm) · Strength of Materials, chapter 2
- Principal axes of composite section (8, 12 cm) · Strength of Materials, chapter 2
- Principal MI of composite section in cm · Strength of Materials, chapter 2
- Principal MI and orientation of Z-type section · Strength of Materials, chapter 2
- Principal MI of section (140 cm x 150 cm) · Strength of Materials, chapter 2
- Suspension 120 m: UDL on left half, SF and BM at 30 m · Theory of Structures I, chapter 7 · asked 2×
- AVL tree for 10 20 30 50 45 40 8 5 3 · Data Structure and Algorithm, chapter 6
- Circular arch 120 m: two rolling loads, 30 m section · Theory of Structures I, chapter 6 · asked 2×