1. A sag vertical curve is shown below: BVC Sta 19+50 EVC Sta 24+50 -3.2% +2.4% EVİ Sta 22+00; Elev 700.28 ft a) At what station is the low point located? b) What is the elevation of the low point? c) What is the elevation of station 21+25.04? d) Based on comfort, what is the highest design speed for this curve? e) What is the rate of grade change per station? f) If 20 ft of clearance are required, what is the lowest elevation that the bottom of an overhead deck may have at station 23+16?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. A sag vertical curve is shown below:
BVC
EVC
Sta 24+50
Sta 19+50
-3.2%
+2.4%
EVİ
Sta 22+00; Elev 700.28 ft
a) At what station is the low point located?
b) What is the elevation of the low point?
c) What is the elevation of station 21+25.04?
d) Based on comfort, what is the highest design speed for this curve?
e) What is the rate of grade change per station?
f) If 20 ft of clearance are required, what is the lowest elevation that the bottom of an
overhead deck may have at station 23+16?
2. A car is travelling up a 1.25% grade of a crest curve with a design speed of 40 mph. The
descending grade is -2.75%. What is the required length of curve for minimum proper
stopping sight distance?
3. A circular curve is to be constructed with a 225 ft radius and an intersection angle of
55o. The separation between stakes along the arc is 50 ft.
(a) Determine the chord lengths between stakes.
(b) Assuming the curve is laid from point to point; specify the first and last deflection
angles.
(c) Determine the lengths of the first and final chord.
Transcribed Image Text:1. A sag vertical curve is shown below: BVC EVC Sta 24+50 Sta 19+50 -3.2% +2.4% EVİ Sta 22+00; Elev 700.28 ft a) At what station is the low point located? b) What is the elevation of the low point? c) What is the elevation of station 21+25.04? d) Based on comfort, what is the highest design speed for this curve? e) What is the rate of grade change per station? f) If 20 ft of clearance are required, what is the lowest elevation that the bottom of an overhead deck may have at station 23+16? 2. A car is travelling up a 1.25% grade of a crest curve with a design speed of 40 mph. The descending grade is -2.75%. What is the required length of curve for minimum proper stopping sight distance? 3. A circular curve is to be constructed with a 225 ft radius and an intersection angle of 55o. The separation between stakes along the arc is 50 ft. (a) Determine the chord lengths between stakes. (b) Assuming the curve is laid from point to point; specify the first and last deflection angles. (c) Determine the lengths of the first and final chord.
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