32 mm 60 mm bo 30 mm 24 mm 15 mm 180 mm 750 N 40 mm 500 N P 16 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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P = 15 kN

Determine the normal and shearing stress at point a, b, and c.

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.
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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