Pregunta
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?
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
Solución de inteligencia artificial de Upstudy
Respuesta verificada por el tutor
Responder
- (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.
-
Calculate the Force (F):
-
Calculate the Cross-Sectional Area (A):
-
Calculate the Stress (σ):
(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:
- Calculate Strain (ε):
© Calculating the Change in Length of the Post
Change in Length (ΔL) is given by:
- 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.
Respondido por UpStudy AI y revisado por un tutor profesional
Como
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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.
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.
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.
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).
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.
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
(a) Stress ≈ 1596 kPa
(b) Strain ≈ 0.0000076
© Change in length ≈ 0.019 mm

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