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Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Hope your help concrete design (CE410) thanks 

**Problem IV:**

The mean and standard deviation of the 30-minute annual maximum rainfalls observed at a rain gauge in Iowa are computed to be 10.51 mm and 5.96 mm, respectively. The Steel Formula for the gauge's 100-year IDF curve is given by:

\[ 
i = \frac{542}{(t + 4.5)^{0.65}} 
\]

where \( i \) is the rainfall intensity in mm/hr, and \( t \) is the rainfall duration in minutes.

Tasks:
1. Determine the 10-year 30-minute rainfall intensity by assuming a Gumbel distribution.
2. Develop a 100-year 24-hour synthetic design storm using the NRCS rainfall distribution method for a computational time interval of 1 hour.
Transcribed Image Text:**Problem IV:** The mean and standard deviation of the 30-minute annual maximum rainfalls observed at a rain gauge in Iowa are computed to be 10.51 mm and 5.96 mm, respectively. The Steel Formula for the gauge's 100-year IDF curve is given by: \[ i = \frac{542}{(t + 4.5)^{0.65}} \] where \( i \) is the rainfall intensity in mm/hr, and \( t \) is the rainfall duration in minutes. Tasks: 1. Determine the 10-year 30-minute rainfall intensity by assuming a Gumbel distribution. 2. Develop a 100-year 24-hour synthetic design storm using the NRCS rainfall distribution method for a computational time interval of 1 hour.
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