Question:medium

A vertical off-shore structure is built to withstand a maximum stress of 109 Pa. Is the structure suitable for putting up on top of an oil well in the ocean ? Take the depth of the ocean to be roughly 3 km, and ignore ocean currents.

Updated On: Jan 21, 2026
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Solution and Explanation

Given Data

  • Maximum allowable stress: \(10^9\) Pa
  • Ocean depth: \(h = 3\) km = 3000 m
  • Water density: \(\rho = 10^3\) kg/m³
  • \(g = 10\) m/s² (approx)

Hydrostatic Pressure Calculation

Pressure at ocean floor:

$$P = \rho g h$$ $$P = 1000 \times 10 \times 3000 = 3 \times 10^7 \, \text{Pa} = 30 \, \text{MPa}$$

Pressure at 3 km Depth

\(P = 30 \times 10^6\) Pa = 30 MPa

Stress Comparison

 Pressure/StressMPa
Water pressure\(3 \times 10^7\) Pa30
Max allowable\(1 \times 10^9\) Pa1000

$$\frac{P_\text{max allowable}}{P_\text{water}} = \frac{10^9}{3 \times 10^7} \approx 33.3$$

Conclusion: SUITABLE

Yes! 30 MPa << 1000 MPa safety margin of ~33×.

Engineering Context

  • Typical steel yield strength: 250-1000 MPa ✓
  • Deep-sea structures designed for ~40 MPa at 4 km ✓
  • Safety factor usually 2-4× material strength ✓

Additional Considerations

  • Ignore currents (as specified)
  • Structure base experiences full hydrostatic pressure
  • Buoyancy reduces effective stress on walls
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