Q1) The project speed is 100 km/h on a divided state road with a vertical curve. The driver's transition reaction time is 2.0 seconds; the friction coefficient is 0.4. Accordingly, calculate the following: a) The slopes of g₁ and g2. b) The vertical curve length (L).

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The project speed is 100 km/h on a divided state road with a vertical curve. The driver's transition reaction time is 2.0 seconds; the friction coefficient is 0.4. Accordingly, calculate the following: a) The slopes of g, and g2. b) The vertical curve length (L). c) Calculate the grade line elevation of the points T1 and T2 as well every 30 meters and present them in a table format. Note: use the Stopping sight distance to solve thia
Q1) The project speed is 100 km/h on a divided state road with a vertical curve. The driver's
transition reaction time is 2.0 seconds; the friction coefficient is 0.4. Accordingly, calculate the
following:
a) The slopes of gi and g2.
b) The vertical curve length (L).
c) Calculate the grade line elevation of the points T1 and T2 as well every 30 meters and present
them in a table format.
T1
A
Station 0+000
Elevation = 400 m
Station 1+200
Elevation
460 m
P
T2
Station 2+200
Elevation 490 m
Transcribed Image Text:Q1) The project speed is 100 km/h on a divided state road with a vertical curve. The driver's transition reaction time is 2.0 seconds; the friction coefficient is 0.4. Accordingly, calculate the following: a) The slopes of gi and g2. b) The vertical curve length (L). c) Calculate the grade line elevation of the points T1 and T2 as well every 30 meters and present them in a table format. T1 A Station 0+000 Elevation = 400 m Station 1+200 Elevation 460 m P T2 Station 2+200 Elevation 490 m
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