Given highway design parameters below, solve the questions a) through f).A curved section of a 4-lane undivided highway (i.e., 2 lanes rotation)Design speed = 40 mph• Design max superelevation = 8%Lane width = 11 ft• 2.5% normal crownCentral angle(l) = 38°, Degree of Curve = 7.82°, and Plsta = 292+52.4a. Determine PC,tab. Determine PTstac. Calculate the length of full superelevation (BFS EFS)ENC: End of Normal Crown; LC: Level Crown; BFS: Begin of Full Superelevation; EFS: End of FullSuperelevation

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Given highway design parameters below, solve the questions a) through f). A curved section of a 4-lane undivided highway (i.e., 2 lanes rotation) • Design speed = 40 mph • Design max superelevation = 8% • Lane width = 11 ft • 2.5% normal crown • Central angle(1) = 38°, Degree of Curve = 7.82°, and Plsta = 292+52.4 a. Determine PCsta b. Determine PTsta Calculate the length of full superelevation (BFS ~ EFS) ENC: End of Normal Crown; LC: Level Crown; BFS: Begin of Full Superelevation; EFS: End of Full Superelevation

Given highway design parameters below, solve the questions a) through f). A curved section of a 4-lane undivided highway (i.e., 2 lanes rotation) • Design speed = 40 mph • Design max superelevation = 8% • Lane width = 11 ft • 2.5% normal crown • Central angle(1) = 38°, Degree of Curve = 7.82°, and Plsta = 292+52.4 a. Determine PCsta b. Determine PTsta Calculate the length of full superelevation (BFS ~ EFS) ENC: End of Normal Crown; LC: Level Crown; BFS: Begin of Full Superelevation; EFS: End of Full Superelevation

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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