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Simple curves engineering surveying., Lecture notes of Civil Engineering

Simple curves engineering surveying.

Typology: Lecture notes

2018/2019

Available from 03/02/2024

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GEFS (FOUNDAMENTALS OF SURVEYING)
CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES
1 | 16
HORIZONTAL CURVES
TOPICS:
1. Steps in determining the best route connecting two termini
2. Horizontal Alignment (simple Curve)
Steps in determining the best route connecting two termini
Reading assignment
Reference: Railroad Curves and Earthworks by Frank Allen (Chapters 1 to 3)
Simple Curves
Simple curve is an arc of a circle use to connect two intersecting tangents in the
horizontal alignment of highways.
Elements of a Simple Curve:
T = Tangential Distance
E = External Distance
M = Middle Ordinate
L = Length of Curve
LC = Length of Long Chord
I = Angle of Intersection (Central Angle)
R = Radius of Curvature
PC = Point of Curvature
PT = Point of Tangency
PI = Point of Intersection (V = Vertex)
D = Degree of Curve
In metric system, the degree of curve, D, is the angle subtended by a 20-
meter arc (arc definition) or a 20 meter chord (chord definition).
Formulas:
๐‘‡ = ๐‘… tan๐ผ
2
๐ธ = ๐‘… (๐‘ ๐‘’๐‘ ๐ผ
2โˆ’1)
๐‘€ = ๐‘… (1โˆ’ ๐‘๐‘œ๐‘  ๐ผ
2)
๐ฟ๐ถ = 2๐‘… sin ๐ผ
2
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CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

HORIZONTAL CURVES

TOPICS:

1. Steps in determining the best route connecting two termini

2. Horizontal Alignment (simple Curve)

Steps in determining the best route connecting two termini

Reading assignment

Reference: Railroad Curves and Earthworks by Frank Allen (Chapters 1 to 3)

Simple Curves

Simple curve is an arc of a circle use to connect two intersecting tangents in the

horizontal alignment of highways.

Elements of a Simple Curve:

T = Tangential Distance

E = External Distance

M = Middle Ordinate

L = Length of Curve

LC = Length of Long Chord

I = Angle of Intersection (Central Angle)

R = Radius of Curvature

PC = Point of Curvature

PT = Point of Tangency

PI = Point of Intersection (V = Vertex)

D = Degree of Curve

In metric system, the degree of curve, D, is the angle subtended by a 20 -

meter arc (arc definition) or a 20 meter chord (chord definition).

Formulas:

๐‘‡ = ๐‘… tan

๐ฟ๐ถ = 2 ๐‘… sin

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

20 ๐ผ ๐ท

(arc definition)

10 ๐‘ ๐‘–๐‘› ๐ท 2

= 10 csc

๐ท 2

(chord definition)

Metric Stationing

In metric stationing, the length of a full station is equal to 20 meters. i.e. origin station is

00 + 000 and the next full station is 00 + 020, then 00 + 040 etc. Generally, stations that

are divisible by twenty are full stations and those are not are called sub-stations. The

number before the plus sign in a stationing represent distance in kilometers and the

number after the plus sign is distance in meters. i.e. Sta. 45 + 250, the station is 45 Km

and 250 m away from Sta. 00 + 000.

KM. POST

KM

B

HOW TO READ A KILOMETER POST

The kilometer post information

means that the point (station) is 225

kilometers from station 00 + 000

(Manila) and 10 kilometers away to

the nearest locality, B, (town or city)

that is to be reach.

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

  1. The azimuth of the back and forward tangents of a simple are 322^0 and 290^0 respectively. These tangents intersect at the vertex V at station 10 + 341. If the external distance were increased by 3 meters, what would be the change in direction of the forward tangent, with the back tangent remaining in the same direction and PC stationary, in order that the degree of curve does not change? The stationing of PC is at station 10 + 281.257. Find also the stationing of the new PT. Use arc definition.

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES

  1. The azimuth of the forward and back tangent of a simple curve are 340^0 and 300^0 respectively. These tangents intersect at the vertex V at station 8 + 245 and connected by a 6^0 simple curve. Without changing the directions of the tangents, it is required to find the radius and the stationing of the PC of the new curve such that the new PT is 8 meters directly opposite but inside the old PT. Use arc basis.

CBLAMSIS UNIVERSITY OF THE CORDILLERAS SIMPLE CURVES