al fired power plant is served by 25 trucks. When loaded, each truck consists of one single-axle of 14,000 pounds (the front axle), two tandem – axles of 32,000 pounds each (the middle axles), and one single-axle of 22,000 pounds (the back axle). Each truck makes 25 daily trips. The weights on the same axles when the truck is empty and leaving the power plant are 10,000, 12,000, and 8,000. A two – lane road is to be designed to ser e the power plant to last a period of 10 years. What is the design ESALS for the incoming traffic b. What is the design ESALS for the outgoing traffic. а. Single Tandem kN Ib Axles Axles 4.45 1,000 0.00002 8.9 2,000 0.00018 17.8 4,000 0.00209 22.25 5,000 0.00500 26.7 6,000 0.01043 35.6 8,000 0.0343 44.5 10,000 0.0877 0.00688 53.4 12,000 0.189 0.0144 62.3 14,000 0.360 0.0270 66.7 15,000 0.478 0.0360 71.2 16,000 0.623 0.0472 80.0 18,000 1.000 0.0773 89.0 20,000 1.51 0.1206 97.8 22,000 2.18 0.180 106.8 24,000 3.03 0.260 111.2 25,000 3.53 0.308 115.6 26,000 4.09 0.364 124.5 28,000 5.39 0.495 133.5 30,000 6.97 0.658 142.3 32,000 8.88 0.857
al fired power plant is served by 25 trucks. When loaded, each truck consists of one single-axle of 14,000 pounds (the front axle), two tandem – axles of 32,000 pounds each (the middle axles), and one single-axle of 22,000 pounds (the back axle). Each truck makes 25 daily trips. The weights on the same axles when the truck is empty and leaving the power plant are 10,000, 12,000, and 8,000. A two – lane road is to be designed to ser e the power plant to last a period of 10 years. What is the design ESALS for the incoming traffic b. What is the design ESALS for the outgoing traffic. а. Single Tandem kN Ib Axles Axles 4.45 1,000 0.00002 8.9 2,000 0.00018 17.8 4,000 0.00209 22.25 5,000 0.00500 26.7 6,000 0.01043 35.6 8,000 0.0343 44.5 10,000 0.0877 0.00688 53.4 12,000 0.189 0.0144 62.3 14,000 0.360 0.0270 66.7 15,000 0.478 0.0360 71.2 16,000 0.623 0.0472 80.0 18,000 1.000 0.0773 89.0 20,000 1.51 0.1206 97.8 22,000 2.18 0.180 106.8 24,000 3.03 0.260 111.2 25,000 3.53 0.308 115.6 26,000 4.09 0.364 124.5 28,000 5.39 0.495 133.5 30,000 6.97 0.658 142.3 32,000 8.88 0.857
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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