1. The bearing of a back tangent of a simple curve is N 65°00' E, while the forward tangent has a bearing of S 75° 00' E. The tangent distance is 50.00 m. The stationing of the Point of Curvature is at 10 + 235.48. Compute the following: Stationing of Vertex (PI) Stationing of Point of Tangency (PT) Length of Chord from PC to Station A (10+300) subchord distance (c2) deflection angle of subchord (c1) PI

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. The bearing of a back tangent of
has a bearing of S 75° 00' E. The tangent distance is 50.00O m. The stationing of the Point of
Curvature is at 10 + 235.48. Compute the following:
simple curve is N 65°00' E, while the forward tangent
Stationing of Vertex (PI)
Stationing of Point of Tangency (PT)
Length of Chord from PC to Station A (10+300)
subchord distance (c2)
deflection angle of subchord (c1)
PI
S 75°00' E 50.00 m.
PT
FORWARD TANGENT
N 65°00' E 50.00 m.
STA. 10+ 235.48 PC
C/2
BACK TANGENT
R
1/2
1/2
Stationing is the fundamental system of measurement used for road layout and construction. Stations are
reference points that are placed along the horizontal measurement of a route centerline or a baseline at some
regular interval. Generally, the distance between two adjoining stations along a route is 20 meter. Example full
station: 0+020, 10+120, 8+060, 8+880
use the length of curve to compute the stationing of PT
Use the tangent distance to compute the stationing of PI
Note:
Transcribed Image Text:1. The bearing of a back tangent of has a bearing of S 75° 00' E. The tangent distance is 50.00O m. The stationing of the Point of Curvature is at 10 + 235.48. Compute the following: simple curve is N 65°00' E, while the forward tangent Stationing of Vertex (PI) Stationing of Point of Tangency (PT) Length of Chord from PC to Station A (10+300) subchord distance (c2) deflection angle of subchord (c1) PI S 75°00' E 50.00 m. PT FORWARD TANGENT N 65°00' E 50.00 m. STA. 10+ 235.48 PC C/2 BACK TANGENT R 1/2 1/2 Stationing is the fundamental system of measurement used for road layout and construction. Stations are reference points that are placed along the horizontal measurement of a route centerline or a baseline at some regular interval. Generally, the distance between two adjoining stations along a route is 20 meter. Example full station: 0+020, 10+120, 8+060, 8+880 use the length of curve to compute the stationing of PT Use the tangent distance to compute the stationing of PI Note:
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