Compute the stopping sight distance available given a 490-ft curve, grades of g₁ = +2.00% and 9₂ = -2.50%, VPI at station 96 + 80, and elevation 845.26 ft, stakeout at full stations. Assume h₁ = 3.50 ft. and h₂ = 2.00 ft. Express your answer in feet to five significant figures. |V | ΑΣΦ S= 6 ? ft

Compute the stopping sight distance available given a 490-ft curve, grades of g₁ = +2.00% and 9₂ = -2.50%, VPI at station 96 + 80, and elevation 845.26 ft, stakeout at full stations. Assume h₁ = 3.50 ft. and h₂ = 2.00 ft. Express your answer in feet to five significant figures. |V | ΑΣΦ S= 6 ? ft

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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Compute the stopping sight distance available given a 490-ft curve, grades of g₁ = +2.00% and 9₂ = -2.50%, VPI at station 96 + 80, and elevation 845.26 ft, stakeout at full stations. Assume h₁ = 3.50 ft. and h₂ = 2.00 ft.
Express your answer in feet to five significant figures.
|V | ΑΣΦ
S=
6
?
ft

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