Continuous Probability Distributions - Examples & Applications

This section provides solved problems covering continuous probability distributions such as the Normal, Lognormal, Exponential, Uniform, Gamma, Weibull, and Beta distributions. These examples demonstrate their application to civil engineering scenarios including material strengths, structural loads, reliability, and project planning.

Problem 1: Normal Distribution - Basic Standardization (Basic)

The compressive strength of concrete samples is normally distributed with a mean μ=4000\mu = 4000 psi and a standard deviation σ=200\sigma = 200 psi. What is the probability that a randomly selected sample has a strength less than 38003800 psi?

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Problem 2: Normal Distribution - Between Two Values (Intermediate)

Using the same parameters as Problem 1 (μ=4000\mu = 4000 psi, σ=200\sigma = 200 psi), what is the probability that a sample's strength falls between 39003900 psi and 43004300 psi?

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Problem 3: Normal Distribution - Inverse Probability (Intermediate)

A steel manufacturing process produces rebars with a yield strength that is normally distributed with a standard deviation σ=15.0\sigma = 15.0 MPa. If the manufacturer wants to ensure that 95.0%95.0\% of the rebars have a yield strength greater than 400400 MPa, what must be the target mean yield strength μ\mu?

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Problem 4: Lognormal Distribution - Fatigue Life Case Study (Advanced)

The fatigue life NN (in millions of cycles) of a steel bridge component is modeled using a lognormal distribution. The parameters of the corresponding normal distribution for ln(N)\ln(N) are μ=2.500\mu = 2.500 and σ=0.4000\sigma = 0.4000. Determine the probability that the component will fail before reaching 10.010.0 million cycles.

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Problem 5: Exponential Distribution - Equipment Reliability (Intermediate)

The time between breakdowns of an earthmoving excavator follows an exponential distribution with a mean time between failures θ=500\theta = 500 hours. What is the probability that the excavator will operate for at least 600600 hours without breaking down?

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Problem 6: Exponential Distribution - Memoryless Property (Advanced)

Using the same excavator from Problem 5 (λ=0.002000\lambda = 0.002000 failures/hour), suppose the machine has already operated successfully for 400400 hours. What is the probability that it will operate for an additional 600600 hours without failure?

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Problem 7: Uniform Distribution - Arrival Times (Intermediate)

A specialized surveying drone is scheduled to arrive at a construction site between 8:00 AM and 10:00 AM. Its arrival time is uniformly distributed over this interval. If an engineer starts waiting at 8:30 AM, what is the probability they will have to wait more than 45.045.0 minutes for the drone to arrive?

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Problem 8: Uniform Distribution - Expected Value and Variance (Intermediate)

For the surveying drone in Problem 7 with arrival times uniformly distributed between 00 and 120120 minutes past 8:00 AM, calculate the expected arrival time and the standard deviation of the arrival time.

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Problem 9: Gamma Distribution - Multiple Failures Case Study (Advanced)

A pump system in a wastewater treatment plant requires three independent bearing failures to completely halt operation. The time to failure for a single bearing follows an exponential distribution with a mean of 400400 days. What is the probability that the entire pump system fails before 10001000 days?

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Problem 10: Weibull Distribution - Wind Speed Loads (Advanced)

The maximum annual wind speed at a bridge site is modeled by a Weibull distribution with a shape parameter β=2.000\beta = 2.000 (Rayleigh distribution) and a scale parameter η=25.0\eta = 25.0 m/s. What is the probability that the maximum wind speed in a given year exceeds 35.035.0 m/s?

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Problem 11: Weibull Distribution - Reliability Case Study (Advanced)

A structural cable is known to have a breaking strength governed by a Weibull distribution with shape parameter β=5.000\beta = 5.000 and scale parameter η=800\eta = 800 kN. A design engineer needs to find the "B10 life" or the characteristic load below which only 10.0%10.0\% of the cables will fail.

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Problem 12: Beta Distribution - PERT Project Scheduling (Advanced)

In a construction project, the duration of a critical foundation-laying activity is modeled using a Beta-PERT distribution. The optimistic time is a=10.0a = 10.0 days, the most likely time is m=14.0m = 14.0 days, and the pessimistic time is b=24.0b = 24.0 days. Calculate the expected duration and the standard deviation of this activity.

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