Compute the degree of the curve (D), tangent distance (T), length of the curve (Lc), and long chord of the horizontal curve. Also compute for the incremental chord distance (Linc), the deflection angles (∆n) and total chords (Ln) for each 2- meter station of the curve starting from PC. Round-off the computed values up to 3 decimal places.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Compute the degree of the curve (D), tangent distance (T), length of the curve (Lc), and long chord of the horizontal curve. Also compute for the incremental chord distance (Linc), the deflection angles (∆n) and total chords (Ln) for each 2- meter station of the curve starting from PC. Round-off the computed values up to 3 decimal places.
GIVEN
(21R/360) = (distance per station/D)
T= R tan (1/2)
(21R/360) = (Lc/I)
L = 2R sin (1/2)
COMPUTING INCREMENTAL CHORD DISTANCES
(21R/360) = [distance per station/(2 8,)]
(eqn 5)
8n =
Linc = 2R sin (8n)
(eqn 6)
Line =
POINT
PC
A
B
COMPUTING DEGREE OF THE CURVE, TANGENT DISTANCE
LENGTH OF THE CURVE AND LONG CHORD
(eqn 1) | D =
(eqn 2) T=
(eqn 3)
Lc =
(eqn 4) L=
C
D
E
F
G
H
I
J
PT
COMPUTING DEFLECTION ANGLES AND TOTAL CHORD DISTANCES
LC₁ = distance between points
(21R/360) = (LCn/2An)
L2R sin (An)
STA
0+
0+
0+
0+
0+
———
0+___
0+---
0+
0+
0+___
0+
0+___
STA of PI = 0+010.580
An
using (eqn 7)
Measured from PC
R = 60 m
I = 20 degrees
A₁ =
A₂ =
A3 =
A4 =
As =
A6 =
A7 =
Δg =
A9 =
Διο =
Δ
(to check: should be the
same with 1/2)
11 =
(eqn 7)
(eqn 8)
Ln
L₁ =
L₂ =
L3 =
L₁ =
Ls =
using (eqn 8)
L6 =
L₂ =
Ls =
L9 =
L10 =
L₁₁ =
(to check: should be the
same with computed L)
Transcribed Image Text:GIVEN (21R/360) = (distance per station/D) T= R tan (1/2) (21R/360) = (Lc/I) L = 2R sin (1/2) COMPUTING INCREMENTAL CHORD DISTANCES (21R/360) = [distance per station/(2 8,)] (eqn 5) 8n = Linc = 2R sin (8n) (eqn 6) Line = POINT PC A B COMPUTING DEGREE OF THE CURVE, TANGENT DISTANCE LENGTH OF THE CURVE AND LONG CHORD (eqn 1) | D = (eqn 2) T= (eqn 3) Lc = (eqn 4) L= C D E F G H I J PT COMPUTING DEFLECTION ANGLES AND TOTAL CHORD DISTANCES LC₁ = distance between points (21R/360) = (LCn/2An) L2R sin (An) STA 0+ 0+ 0+ 0+ 0+ ——— 0+___ 0+--- 0+ 0+ 0+___ 0+ 0+___ STA of PI = 0+010.580 An using (eqn 7) Measured from PC R = 60 m I = 20 degrees A₁ = A₂ = A3 = A4 = As = A6 = A7 = Δg = A9 = Διο = Δ (to check: should be the same with 1/2) 11 = (eqn 7) (eqn 8) Ln L₁ = L₂ = L3 = L₁ = Ls = using (eqn 8) L6 = L₂ = Ls = L9 = L10 = L₁₁ = (to check: should be the same with computed L)
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