▼ Part A Compute the stopping sight distance available given a 550-ft curve, grades of g₁ = +2.00 % and g₂ = -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 feet to five significant figures. ΠΫΠΙ ΑΣΦ S= Submit Request Answer vec 4 C ? ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Item 4
Part A
Compute the stopping sight distance available given a 550-ft curve, grades of g₁ = +2.00% and g2 = -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.
197| ΑΣΦ ↓↑ vec
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Transcribed Image Text:Item 4 Part A Compute the stopping sight distance available given a 550-ft curve, grades of g₁ = +2.00% and g2 = -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. 197| ΑΣΦ ↓↑ vec S= Submit Provide Feedback Request Answer ? ft
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