metrical Curve is 200 m. Find: Elevation of the highest point of the curve. Elevation of point T, which is 20 away from the highest point to the left direction.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
icon
Concept explainers
Question

The elevation of PC, PI and PT of a simple curve are 90.00, 93.00 and 88.50 meters respectively. The length of this Symmetrical Curve is 200 m.

Find:

  • Elevation of the highest point of the curve.
  • Elevation of point T, which is 20 away from the highest point to the left direction.

Draw and plot the curve. Compute all of the necessary elements of the curve. Include the proper units/dimensions and round-off all pertinent answers as well as the final anwer to three decimal places.

Fundamentals of Surveying (Route Surveying)
PROPERTIES AND FORMULAS OF VERTICAL
VERTICAL CURVES
PARABOLIC CURVE
L/2
L/2
Back tangent
Squared Property of Parabola
A = g2 - gi
y
H
gi
n Forward tangent
x2
H
a
I hi
Summit
g2
b
h2
Rate of change of slope is constant
92 - 91
r = :
When using the formula, grades
PT
are expressed in percent (%) not
S1
S2
in decimal.
Maximum offset
L
H =
(91 – 92)
gi
8
Area = c
g2
rise = run x slope
Grade Diagram
b= g:L
a =
Elements of Vertical Curve
vertical distance = area under the grade
PC=
point
of
curvature,
also
known
diagram
as BVC (beginning of vertical curve)
hi =
h2=g2S2
PT = point of tangency, also known as EVC (end of
vertical curve)
PI = point of intersection of the tangents, also
SYMMETRICAL PARABOLIC CURVE
called PVI (point of vertical intersection)
Locating the highest (or lowest points) on the curve:
L= length of parabolic curve, it is the projection of
From the PC
the
curve
onto
a
horizontal
surface which
corresponds to the plan distance.
= S
91 - 92
S1 = horizontal distance from PC to the highest
From the PT
(lowest) point of the summit (sag) curve
S2 = horizontal distance from PT to the highest
92L
S =
92 - 91
(lowest) point of the summit (sag) curve
hh = vertical distance between PC and the highest
UNSYMMETRICAL PARABOLIC CURVE
(lowest) point of the summit (sag) curve
h2 = vertical distance between PT and the highest
Locating the highest (or lowest points) on the curve:
Condition #1: When L191
(lowest) point of the summit (sag) curve
>H
2
From the PT
gi = grade (in percent) of back tangent (tangent
through PC)
S = 92l2?
2H
g2 = grade (in percent) of forward tangent (tangent
through PT)
A = change in grade from PC to PT
Condition #2: When 191
< H
From the PC
a = vertical distance between PC and PI
b = vertical distance between PT and PI
2
H=vertical distance between PI and the curve
S =
2H
Other Formulas
Curve:
from positive grade (%) to
(91 – 92)L1L2
2 (L1 + L2)
Summit Curve
H =
negative grade (%)
Sag Curve - from negative grade (%) to positive
2HL2
grade (%)
L, =
(91 – 92)L2 – 2H
Transcribed Image Text:Fundamentals of Surveying (Route Surveying) PROPERTIES AND FORMULAS OF VERTICAL VERTICAL CURVES PARABOLIC CURVE L/2 L/2 Back tangent Squared Property of Parabola A = g2 - gi y H gi n Forward tangent x2 H a I hi Summit g2 b h2 Rate of change of slope is constant 92 - 91 r = : When using the formula, grades PT are expressed in percent (%) not S1 S2 in decimal. Maximum offset L H = (91 – 92) gi 8 Area = c g2 rise = run x slope Grade Diagram b= g:L a = Elements of Vertical Curve vertical distance = area under the grade PC= point of curvature, also known diagram as BVC (beginning of vertical curve) hi = h2=g2S2 PT = point of tangency, also known as EVC (end of vertical curve) PI = point of intersection of the tangents, also SYMMETRICAL PARABOLIC CURVE called PVI (point of vertical intersection) Locating the highest (or lowest points) on the curve: L= length of parabolic curve, it is the projection of From the PC the curve onto a horizontal surface which corresponds to the plan distance. = S 91 - 92 S1 = horizontal distance from PC to the highest From the PT (lowest) point of the summit (sag) curve S2 = horizontal distance from PT to the highest 92L S = 92 - 91 (lowest) point of the summit (sag) curve hh = vertical distance between PC and the highest UNSYMMETRICAL PARABOLIC CURVE (lowest) point of the summit (sag) curve h2 = vertical distance between PT and the highest Locating the highest (or lowest points) on the curve: Condition #1: When L191 (lowest) point of the summit (sag) curve >H 2 From the PT gi = grade (in percent) of back tangent (tangent through PC) S = 92l2? 2H g2 = grade (in percent) of forward tangent (tangent through PT) A = change in grade from PC to PT Condition #2: When 191 < H From the PC a = vertical distance between PC and PI b = vertical distance between PT and PI 2 H=vertical distance between PI and the curve S = 2H Other Formulas Curve: from positive grade (%) to (91 – 92)L1L2 2 (L1 + L2) Summit Curve H = negative grade (%) Sag Curve - from negative grade (%) to positive 2HL2 grade (%) L, = (91 – 92)L2 – 2H
Expert Solution
steps

Step by step

Solved in 3 steps with 1 images

Blurred answer
Knowledge Booster
Electronic spreadsheet
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning