32 mm 60 mm bo 30 mm 24 mm 15 mm 180 mm 750 N 40 mm 500 N P 16 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
P = 15 kN
Determine the normal and shearing stress at point a, b, and c.

Transcribed Image Text:The diagram depicts a rectangular rod fixed at one end to a support and subject to forces at the free end.
**Key Elements and Dimensions:**
- **Support Structure**:
- Width: 60 mm
- Depth: 32 mm
- Extends 24 mm from the fixed support.
- **Rod Dimensions**:
- Length: 180 mm
- Width: 30 mm
- A rectangular cutout 15 mm from the fixed support.
- **Marked Points**:
- Points labeled as "a", "b", and "c" appear along the top of the rod near the fixed end.
- **Forces Applied at the End (Point C)**:
- A vertical force of 750 N directed upwards.
- A horizontal force of 500 N directed to the right, labeled with point P.
- **Additional Dimensions**:
- The point of force application at the end of the rod extends 40 mm from the first section.
- The thickness of a vertical component at the free end of the rod is 16 mm.
This diagram illustrates a mechanics-based problem with multiple forces acting on a cantilevered beam, commonly analyzed in structural and mechanical engineering to understand stress and deflection points along the beam.
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