Y Part B - Clockwise Rotation of a Stress Element with Only One Normal Stress The state of stress at a point in a member is shown on the rectangular stress element in (Eigure 4) where the magnitudes of the stresses are lo₂-149 MPa and Tay - 49 MPa Determine the state of stress on an element rotated 65° clockwise from the element shown Express your answers, separated by commas, to three significant figures. View Available Hint(s) 0,0 Taly Submit IVE ΑΣΦ ↓↑ vec Part C Counterclockide 3 → C CARIC ? MPa, MPa, MPa 6 2 W Figure 0₂ < 4 of 6 >

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Please work out part A and B

# Clockwise Rotation of a Stress Element with Only One Normal Stress

### Part B

The state of stress at a point in a member is shown on the rectangular stress element in **Figure 4**, where the magnitudes of the stresses are:
- \(\sigma_x = 149 \, \text{MPa}\)
- \(\tau_{xy} = 49 \, \text{MPa}\)

Determine the state of stress on an element rotated \(65^\circ\) clockwise from the element shown.

**Express your answers, separated by commas, to three significant figures.**

#### Input Hint Area
A blank input area is provided for entering the values of rotated stress in the given format:
- Units expected: \(\text{MPa}\)

### Diagram Explanation

#### Figure Description

The figure on the right illustrates a rectangular stress element.

- **Orientation**: The rectangle represents a stress element on which stresses are acting.
- **Stress Notation**:
  - \(\sigma_x\) is acting horizontally on the right side of the element.
  - \(\tau_{xy}\) is a shear stress, acting vertically on the top and bottom sides of the element.

The diagram visually represents the stresses applied and is used to determine the rotated stress configuration after a \(65^\circ\) clockwise rotation.
Transcribed Image Text:# Clockwise Rotation of a Stress Element with Only One Normal Stress ### Part B The state of stress at a point in a member is shown on the rectangular stress element in **Figure 4**, where the magnitudes of the stresses are: - \(\sigma_x = 149 \, \text{MPa}\) - \(\tau_{xy} = 49 \, \text{MPa}\) Determine the state of stress on an element rotated \(65^\circ\) clockwise from the element shown. **Express your answers, separated by commas, to three significant figures.** #### Input Hint Area A blank input area is provided for entering the values of rotated stress in the given format: - Units expected: \(\text{MPa}\) ### Diagram Explanation #### Figure Description The figure on the right illustrates a rectangular stress element. - **Orientation**: The rectangle represents a stress element on which stresses are acting. - **Stress Notation**: - \(\sigma_x\) is acting horizontally on the right side of the element. - \(\tau_{xy}\) is a shear stress, acting vertically on the top and bottom sides of the element. The diagram visually represents the stresses applied and is used to determine the rotated stress configuration after a \(65^\circ\) clockwise rotation.
### Part A - State of Stress on an Inclined Plane

The state of stress at a point in a member is shown on the rectangular stress element in (Figure 3). The magnitudes of the stresses are:

- \(\sigma_x = 100 \, \text{MPa}\)
- \(\sigma_y = 35 \, \text{MPa}\)
- |\(\tau_{xy}\)| = 49 MPa

Using the stress-transformation equations, determine the state of stress on the inclined plane \(AB\).

**Express your answers**, separated by a comma, to three significant figures.

#### Input Box
- \( \sigma_x' = \tau_{xy}' \)

(MPa, MPa)

#### Attempt Feedback
- Incorrect; Try Again; 3 attempts remaining

---

### Part B - Clockwise Rotation of a Stress Element with Only One Normal Stress

---

### Figure Explanation

The figure illustrates a rectangular stress element rotated on an inclined plane. Key features include:

- **Rectangular Stress Element**: The shape is depicted in a tan color.
- **Inclined Plane**: Indicated by \(AB\), tilted at angles 60° and 15° relative to the horizontal plane.
- **Stress Components**:
  - \(\sigma_x'\) and \(\sigma_y'\): Normal stress components on the inclined plane.
  - \(\tau_{xy}\): Shear stress on the plane.
- **Angles**: The diagram shows angles to define the orientation of the stresses.

The purpose of the figure is to visualize the transformation of stress components when the plane is inclined from its original orientation.
Transcribed Image Text:### Part A - State of Stress on an Inclined Plane The state of stress at a point in a member is shown on the rectangular stress element in (Figure 3). The magnitudes of the stresses are: - \(\sigma_x = 100 \, \text{MPa}\) - \(\sigma_y = 35 \, \text{MPa}\) - |\(\tau_{xy}\)| = 49 MPa Using the stress-transformation equations, determine the state of stress on the inclined plane \(AB\). **Express your answers**, separated by a comma, to three significant figures. #### Input Box - \( \sigma_x' = \tau_{xy}' \) (MPa, MPa) #### Attempt Feedback - Incorrect; Try Again; 3 attempts remaining --- ### Part B - Clockwise Rotation of a Stress Element with Only One Normal Stress --- ### Figure Explanation The figure illustrates a rectangular stress element rotated on an inclined plane. Key features include: - **Rectangular Stress Element**: The shape is depicted in a tan color. - **Inclined Plane**: Indicated by \(AB\), tilted at angles 60° and 15° relative to the horizontal plane. - **Stress Components**: - \(\sigma_x'\) and \(\sigma_y'\): Normal stress components on the inclined plane. - \(\tau_{xy}\): Shear stress on the plane. - **Angles**: The diagram shows angles to define the orientation of the stresses. The purpose of the figure is to visualize the transformation of stress components when the plane is inclined from its original orientation.
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