Prob.2. Determine design repetition for 25 years for different wheel loads equivalent to 2268 kg wheel load using following daily traffic count data on a four lane road - Wheel Load in kg % of Total Traffic Volume 2268 19 2722 21 3175 17 4082 14 4536 18 4990 11 5443 oval 9.

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Prob.2. Determine design repetition for 25 years for different wheel
loads equivalent to 2268 kg wheel load using following daily traffic count
data on a four lane road -
Wheel Load in kg
% of Total Traffic Volume
2268
19
2722
21
3175
17
4082
14
4536
18
4990
11
5443
9.
Transcribed Image Text:Prob.2. Determine design repetition for 25 years for different wheel loads equivalent to 2268 kg wheel load using following daily traffic count data on a four lane road - Wheel Load in kg % of Total Traffic Volume 2268 19 2722 21 3175 17 4082 14 4536 18 4990 11 5443 9.
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