The radius of a horizontal circular curve on a highway is 120 m. The design speed is 60 km/hour, and the design coefficient of lateral friction between the tyre and the road surface is 0.15. The estimated value of superelevation required (if full lateral friction is assumed to develop), and the value of coefficient of friction needed (if no superelevation is provided) will, respectively, be (a) (c) 1 11.6 1 11.6 and 0.10 and 0.24 (b) (d) 10.5 12.9 and 0.37 and 0.24

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The radius of a horizontal circular curve on a highway is 120 m. The design speed is
60 km/hour, and the design coefficient of lateral friction between the tyre and the road
surface is 0.15. The estimated value of superelevation required (if full lateral friction is
assumed to develop), and the value of coefficient of friction needed (if no superelevation
is provided) will, respectively, be
(a)
(c)
1
11.6
1
11.6
and 0.10
and 0.24
(b)
(d)
1
10.5
1
12.9
and 0.37
and 0.24
Transcribed Image Text:The radius of a horizontal circular curve on a highway is 120 m. The design speed is 60 km/hour, and the design coefficient of lateral friction between the tyre and the road surface is 0.15. The estimated value of superelevation required (if full lateral friction is assumed to develop), and the value of coefficient of friction needed (if no superelevation is provided) will, respectively, be (a) (c) 1 11.6 1 11.6 and 0.10 and 0.24 (b) (d) 1 10.5 1 12.9 and 0.37 and 0.24
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