Pregunta
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II. Workout the following problems
8. A vertical, solid steel post 25 cm in diameter and 2.50 m long is required to support a load of 8000 kg .
You can ignore the weight of the post. What are (a) the stress in the post; (b) the strain in the post; a
© the change in the post’s length when the load is applied?

Ask by Curry Matthews. in Ethiopia
Dec 28,2024

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  • (a) Stress in the post: 1.60 × 10⁶ Pa (1.60 MPa)
  • (b) Strain in the post: 8.00 × 10⁻⁶
  • © Change in length: 0.02 mm

Solución

Sure, let’s work through each part of the problem step by step.

Given:

  • Diameter of the post (D): 25 cm = 0.25 m
  • Radius of the post ®: D/2 = 0.125 m
  • Length of the post (L): 2.50 m
  • Load (mass, m): 8000 kg
  • Acceleration due to gravity (g): 9.81 m/s² (standard value)
  • Young’s Modulus for steel (E): Pa

(a) Calculating the Stress in the Post

Stress (σ) is defined as the force applied per unit area.
  1. Calculate the Force (F):
    ²
  2. Calculate the Cross-Sectional Area (A):
    ²²²²
  3. Calculate the Stress (σ):
    ²

(b) Calculating the Strain in the Post

Strain (ε) is the deformation experienced by the material in the direction of the applied force, defined as:
  1. Calculate Strain (ε):

© Calculating the Change in Length of the Post

Change in Length (ΔL) is given by:
  1. Calculate Change in Length (ΔL):

Final Answers:

  • (a) The stress in the post is 1.60 × 10⁶ Pa (or 1.60 MPa).
  • (b) The strain in the post is 8.00 × 10⁻⁶.
  • © The change in length of the post is 0.02 mm.

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Extra Insights

To solve this problem related to a vertical steel post, let’s first establish the necessary formulas.
(a) Stress: Stress (σ) can be calculated using the formula σ = F/A, where F is the force applied, and A is the cross-sectional area.
First, we convert the mass to force: F = mg = 8000 kg × 9.81 m/s² = 78,480 N.
Next, we find the area (A) of the circular cross-section of the post:
A = πr² = π(0.125 m)² = π(0.015625 m²) ≈ 0.0491 m².
Now, substitute into the stress formula:
σ = 78480 N / 0.0491 m² ≈ 1596,067 N/m² or 1596 kPa.
(b) Strain: Strain (ε) is the ratio of the change in length to the original length, which can be calculated as ε = σ/E, where E is Young’s modulus for steel, approximately 210 GPa (or 210,000 MPa).
Thus, ε = 1,596,067 N/m² / 210,000,000,000 N/m² ≈ 0.0000076 (dimensionless).
© Change in Length: The change in length (ΔL) can be determined using the formula ΔL = ε * L₀, where L₀ is the original length of the post (2.50 m).
So, ΔL = 0.0000076 × 2.50 m ≈ 0.000019 m or 0.019 mm.
In summary:
(a) Stress ≈ 1596 kPa
(b) Strain ≈ 0.0000076
© Change in length ≈ 0.019 mm

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