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A horizontal curve has a design speed of 50 mph. Compute the degree of the curve if e = 0.10m/m and f = 0.18. a. 2.25° b. 3.25° C. 3.10° d. 2.98°

A horizontal curve has a design speed of 50 mph. Compute the degree of the curve if e = 0.10m/m and f = 0.18. a. 2.25° b. 3.25° C. 3.10° d. 2.98°

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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adilla Jr. cending ect a 1+180 mpute ertical rve is of an on vill of -11 e SURVEYING velocity if the coefficient of skidding resistance between the tire and the pavement is 0.15. a. 105.12 kph c. 96.98 kph PROBLEM 85: A horizontal curve has a design speed of 50 mph. Compute the degree of the curve if e = 0.10m/m and f = 0.18. a. 2.25° b. 3.25° C. 3.10° d. 2.98⁰ PRO b. 112.58 kph d. 103.56 kph PROBLEM 86: A highway curve has a super elevation of 0.15 m/m and a design speed of 90 kph. Determine the radius of the curve. a. 324.45 m C. 411.56 m b. 424.74 m d. 356.21 m PROB A cert daily t 4 yea recor years millic a PR Tra yea lar tab ra
Transcribed Image Text:adilla Jr. cending ect a 1+180 mpute ertical rve is of an on vill of -11 e SURVEYING velocity if the coefficient of skidding resistance between the tire and the pavement is 0.15. a. 105.12 kph c. 96.98 kph PROBLEM 85: A horizontal curve has a design speed of 50 mph. Compute the degree of the curve if e = 0.10m/m and f = 0.18. a. 2.25° b. 3.25° C. 3.10° d. 2.98⁰ PRO b. 112.58 kph d. 103.56 kph PROBLEM 86: A highway curve has a super elevation of 0.15 m/m and a design speed of 90 kph. Determine the radius of the curve. a. 324.45 m C. 411.56 m b. 424.74 m d. 356.21 m PROB A cert daily t 4 yea recor years millic a PR Tra yea lar tab ra
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