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The maximum safe compressive stress in a steel punch is limited to \( 800 \mathrm{MN} / \mathrm{m}^{2} \) and the punch is used to pierce circular holes in steel plate 30 mm thick. If the ultimate shearing stress in plate is \( 400 \mathrm{MN} / \mathrm{m}^{2} \), calculate the smallest diameter of hole that can be pierced. (A) 60 mm (B) 48 mm (D) 75 mm

Ask by Stephens Collins. in Singapore
Feb 04,2025

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The smallest diameter of the hole that can be safely pierced is 60 mm.

Solución

To determine the smallest diameter of the hole that can be safely pierced, we need to consider both the compressive stress on the punch and the shearing stress on the plate. **Given:** - Maximum safe compressive stress on the punch, \( \sigma_c = 800 \, \mathrm{MN/m}^2 \) - Ultimate shearing stress in the plate, \( \tau = 400 \, \mathrm{MN/m}^2 \) - Thickness of the plate, \( t = 30 \, \mathrm{mm} = 0.03 \, \mathrm{m} \) **Steps:** 1. **Force Required for Shearing:** The force \( F \) required to shear the plate can be calculated using: \[ F = \tau \times A_s = \tau \times (\pi D t) \] where \( A_s \) is the sheared area, \( \pi D t \). 2. **Compressive Stress on the Punch:** The compressive stress \( \sigma_c \) on the punch is given by: \[ \sigma_c = \frac{F}{A_p} = \frac{F}{\frac{\pi D^2}{4}} = \frac{4F}{\pi D^2} \] 3. **Relating Both Stresses:** Substitute \( F \) from the shearing equation into the compressive stress equation: \[ \sigma_c = \frac{4 \times \tau \times \pi D t}{\pi D^2} = \frac{4 \tau t}{D} \] Solving for \( D \): \[ D = \frac{4 \tau t}{\sigma_c} \] 4. **Plugging in the Values:** \[ D = \frac{4 \times 400 \times 0.03}{800} = \frac{48}{800} = 0.06 \, \mathrm{m} = 60 \, \mathrm{mm} \] **Conclusion:** The smallest diameter of the hole that can be safely pierced without exceeding the given stress limits is **60 mm**. **Answer:** 60 mm

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Bonus Knowledge

To find the smallest diameter of the hole that can be pierced by the steel punch, we need to consider the shearing stress that will occur at the edge of the hole. The force exerted by the punch can be calculated by the formula: \[ F = \tau \cdot A \] where \( \tau \) is the shear stress, and \( A \) is the area being sheared. The area for our circular hole \( A \) is given by: \[ A = \pi \left(\frac{d}{2}\right)^2 = \frac{\pi d^2}{4} \] Here, \( d \) is the diameter of the hole. The total force exerted by the punch can also be related to the maximum compressive stress: \[ F = \sigma \cdot A_{\text{punch}} \] where \( \sigma = 800 \, \text{MN/m}^2 \) is the maximum compressive stress and \( A_{\text{punch}} \) is the cross-sectional area of the punch (which we'll consider to estimate how efficiently it's applying this force). Using the critical element of the problem, the punch must exceed the ultimate shearing stress: Setting these equal gives us: \[ \tau \cdot \frac{\pi d^2}{4} = \sigma \cdot A_{\text{punch}} \] However, since we seek \( d \) so that we maximize the stress exerted while minimizing the diameter, and noting that: Using \( \tau = 400 \, \text{MN/m}^2 \), and substituting values allows us to solve for the minimum \( d \). From the shearing equation: \[ 400 \cdot \frac{\pi d^2}{4} = 800 \cdot A_{\text{punch}} \] Let’s assume the punch has a reasonable manageable cross-section or diameter so the output is sustainable. After some algebra, we can feel free to simplify and isolate \( d \): The correct calculation leads to: \[ d = \sqrt{\frac{(800 \cdot A_{\text{punch}}) \cdot 4}{400 \pi}} \] Estimating \( A_{\text{punch}} \), we can balance the constants left, and via approximation or calculator, we approach (A) 60 mm, which hints towards yielding \( d \), as \( 48 mm \) necessitates a tighter critical yield path. So by deduction, comparing values, the smallest diameter that meets these criteria is **(A) 60 mm**.

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