Part A Compute the stopping sight distance available given a 520-ft curve, grades of 91 = +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. S = ΜΕ ΑΣΦ vec Submit Request Answer ? ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Part A
Compute the stopping sight distance available given a 520-ft curve, grades of 91 = +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.
S =
ΜΕ ΑΣΦ
vec
Submit
Request Answer
?
ft
Transcribed Image Text:Part A Compute the stopping sight distance available given a 520-ft curve, grades of 91 = +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. S = ΜΕ ΑΣΦ vec Submit Request Answer ? ft
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