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 psi and a standard deviation psi. What is the probability that a randomly selected sample has a strength less than psi?
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0 of 2 Steps CompletedProblem 2: Normal Distribution - Between Two Values (Intermediate)
Using the same parameters as Problem 1 ( psi, psi), what is the probability that a sample's strength falls between psi and psi?
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0 of 2 Steps CompletedProblem 3: Normal Distribution - Inverse Probability (Intermediate)
A steel manufacturing process produces rebars with a yield strength that is normally distributed with a standard deviation MPa. If the manufacturer wants to ensure that of the rebars have a yield strength greater than MPa, what must be the target mean yield strength ?
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0 of 2 Steps CompletedProblem 4: Lognormal Distribution - Fatigue Life Case Study (Advanced)
The fatigue life (in millions of cycles) of a steel bridge component is modeled using a lognormal distribution. The parameters of the corresponding normal distribution for are and . Determine the probability that the component will fail before reaching million cycles.
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0 of 3 Steps CompletedProblem 5: Exponential Distribution - Equipment Reliability (Intermediate)
The time between breakdowns of an earthmoving excavator follows an exponential distribution with a mean time between failures hours. What is the probability that the excavator will operate for at least hours without breaking down?
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0 of 2 Steps CompletedProblem 6: Exponential Distribution - Memoryless Property (Advanced)
Using the same excavator from Problem 5 ( failures/hour), suppose the machine has already operated successfully for hours. What is the probability that it will operate for an additional hours without failure?
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0 of 2 Steps CompletedProblem 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 minutes for the drone to arrive?
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0 of 3 Steps CompletedProblem 8: Uniform Distribution - Expected Value and Variance (Intermediate)
For the surveying drone in Problem 7 with arrival times uniformly distributed between and minutes past 8:00 AM, calculate the expected arrival time and the standard deviation of the arrival time.
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0 of 2 Steps CompletedProblem 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 days. What is the probability that the entire pump system fails before days?
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0 of 4 Steps CompletedProblem 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 (Rayleigh distribution) and a scale parameter m/s. What is the probability that the maximum wind speed in a given year exceeds m/s?
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0 of 3 Steps CompletedProblem 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 and scale parameter kN. A design engineer needs to find the "B10 life" or the characteristic load below which only of the cables will fail.
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0 of 3 Steps CompletedProblem 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 days, the most likely time is days, and the pessimistic time is days. Calculate the expected duration and the standard deviation of this activity.