21/ On a section of rural highway, a combination of vertical and circular curve is used. a -6% grade meets a 2% grade at station 10+00 for the curve having length 3 station. Assume PRT = 2.5 sec, e =10% , side friction 0.11, friction between tire and pavement = 0.33. determine 1-speed on highway 2-design the circular curve. %3! 3- maximum degree of curve.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1/ On a section of rural highway, a combination of vertical and circular curve is
used. a -6% grade meets a 2% grade at station 10+00 for the curve having length
3 station . Assume PRT = 2.5 sec, e 10%, side friction 0.11, friction between tire
and pavement = 0.33. determine 1-speed on highway 2-design the circular curve.
3- maximum degree of curve.
%3!
Transcribed Image Text:Q1/ On a section of rural highway, a combination of vertical and circular curve is used. a -6% grade meets a 2% grade at station 10+00 for the curve having length 3 station . Assume PRT = 2.5 sec, e 10%, side friction 0.11, friction between tire and pavement = 0.33. determine 1-speed on highway 2-design the circular curve. 3- maximum degree of curve. %3!
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