Math Problem Statement

 The state of plane stress at a point is given below. Find the normal stress ( ) acting on a plane inclined at 35o (CW) to the x axis             = 0 MPa             = 0 MPa            = -200 MPa

Solution

To find the normal stress σn\sigma_n acting on a plane inclined at 3535^\circ (clockwise) to the xx-axis under the given state of plane stress, we can use the following formula from plane stress transformation:

σn=σx+σy2+σxσy2cos(2θ)+τxysin(2θ)\sigma_n = \frac{\sigma_x + \sigma_y}{2} + \frac{\sigma_x - \sigma_y}{2} \cos(2\theta) + \tau_{xy} \sin(2\theta)

Given:

  • σx=0\sigma_x = 0 MPa
  • σy=0\sigma_y = 0 MPa
  • τxy=200\tau_{xy} = -200 MPa
  • θ=35\theta = 35^\circ

Now, let's plug in the values:

σn=0+02+002cos(2×35)+(200)sin(2×35)\sigma_n = \frac{0 + 0}{2} + \frac{0 - 0}{2} \cos(2 \times 35^\circ) + (-200) \sin(2 \times 35^\circ)

Simplifying:

σn=0+0+(200)sin(70)\sigma_n = 0 + 0 + (-200) \sin(70^\circ)

We can now compute the value of sin(70)\sin(70^\circ):

sin(70)0.9397\sin(70^\circ) \approx 0.9397

Thus:

σn=200×0.9397187.94 MPa\sigma_n = -200 \times 0.9397 \approx -187.94 \text{ MPa}

So, the normal stress σn\sigma_n on the plane inclined at 3535^\circ to the xx-axis is approximately 187.94-187.94 MPa.

Would you like a more detailed explanation, or do you have any questions about this solution?


Here are 5 related questions to deepen your understanding:

  1. What is the formula for shear stress on an inclined plane under plane stress conditions?
  2. How does the angle of inclination affect the magnitude of normal stress?
  3. What would be the normal stress if the plane was inclined at 4545^\circ instead of 3535^\circ?
  4. Can you explain the significance of the principal stresses in this context?
  5. What role does the sign of τxy\tau_{xy} play in the stress transformation equations?

Tip: When working with trigonometric functions in stress transformation, always ensure your calculator is set to the correct mode (degrees or radians) based on the angle you are using.

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Math Problem Analysis

Mathematical Concepts

Plane Stress
Stress Transformation
Trigonometry

Formulas

σ_n = (σ_x + σ_y)/2 + (σ_x - σ_y)/2 * cos(2θ) + τ_xy * sin(2θ)

Theorems

Stress Transformation Theorem

Suitable Grade Level

Undergraduate Engineering