Simple Curves: A highway curve was designed to connect intersecting tangents at Pl. Back tangent = N 30° 25' E Forward tangent = S 69°35' E Degree of curve = 6⁰ Station PI = 2+222.22 8. Determine the length of tangent distance (PI to PT). a) 145.66m b) 123.56m 9. Compute the distance from the PI to the midpoint of the curve. a) 58.33m b) 35.67m c) 37.78m c) 160.26m 10. Determine the length of curve (PC to PT, arc length). a) 256.78m b) 234.78m c) 266.54m 11. Determine the stationing of PT. a) 2 + 244.56 b) 2 + 328.50 c) 2 + 289.89 d) 142.33m d) 25.56m d) 276.45m d) 2 + 301.34

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Simple Curves:
A highway curve was designed to connect intersecting tangents at Pl.
Back tangent = N 30° 25' E
Forward tangent = S 69°35' E
Degree of curve = 6⁰
Station PI = 2+222.22
8. Determine the length of tangent distance (PI to PT).
a) 145.66m
b) 123.56m
9. Compute the distance from the PI to the midpoint of the curve.
a) 58.33m
b) 35.67m
c) 37.78m
c) 160.26m
10. Determine the length of curve (PC to PT, arc length).
a) 256.78m
b) 234.78m
c) 266.54m
11. Determine the stationing of PT.
a) 2 + 244.56
b) 2 + 328.50
c) 2 + 289.89
d) 142.33m
d) 25.56m
d) 276.45m
d) 2 + 301.34
Transcribed Image Text:Simple Curves: A highway curve was designed to connect intersecting tangents at Pl. Back tangent = N 30° 25' E Forward tangent = S 69°35' E Degree of curve = 6⁰ Station PI = 2+222.22 8. Determine the length of tangent distance (PI to PT). a) 145.66m b) 123.56m 9. Compute the distance from the PI to the midpoint of the curve. a) 58.33m b) 35.67m c) 37.78m c) 160.26m 10. Determine the length of curve (PC to PT, arc length). a) 256.78m b) 234.78m c) 266.54m 11. Determine the stationing of PT. a) 2 + 244.56 b) 2 + 328.50 c) 2 + 289.89 d) 142.33m d) 25.56m d) 276.45m d) 2 + 301.34
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