A portion of a proposed highway extension project in the form of a compound circular curve is to be laid out in such a way that it will be tangent to three reference lines AB, BC and CD. The length of the circular curve which starts at the PC is twice the length of the curve passing through the PT. Stationing of B is 9 + 980. Given the following data : POINT NORTHING EASTING A 130.35 40.50 В 175.78 260.86 C 106.14 437.64 12.53 472.82 a. Determine the value of I for the compound curve. b. Calculate for the radius of the simple curve that starts at the PC. c. Calculate for the radius of the simple curve that ends at the PT. d. What will be the stationing of the PT of the compound curve?

A portion of a proposed highway extension project in the form of a compound circular curve is to be laid out in such a way that it will be tangent to three reference lines AB, BC and CD. The length of the circular curve which starts at the PC is twice the length of the curve passing through the PT. Stationing of B is 9 + 980. Given the following data : POINT NORTHING EASTING A 130.35 40.50 В 175.78 260.86 C 106.14 437.64 12.53 472.82 a. Determine the value of I for the compound curve. b. Calculate for the radius of the simple curve that starts at the PC. c. Calculate for the radius of the simple curve that ends at the PT. d. What will be the stationing of the PT of the compound curve?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m…

Q: Compute for the length of curve A line of levels was taken at given points on the existing surface…

A: Given data- Four stations and their elevation-To Find-The length of the curve L

Q: Given: Stationing B= 18 + 685 Stationing C= 19 + 125 Tangent Lines: AB: Azim= 224° 24' BC: Azim=…

A: We have to determine the value of radius and station of PC and length of the curve from PC to PT.

Q: Please show illustrations if possible. Three tangent lines AB, BC, and CD of a traverse have…

Q: The WCB of lines AB, BC and CD are 24°50', 86° 30' and 159°47' respectively. If length of line BC is…

Q: 1. A proposed road bend along a highway construction project is to be laid out such that it will be…

Q: A compound curve passes thru a common tangent AB having a length of 377.83 m. The radius of the…

Q: 1. A portion of a proposed highway extension project in the form of a compound circular curve is to…

Q: The dire Line Azimuth Length (m) АВ 46°, 9'00" 187.6 BC 85°, 28' 00" 148.1 CD 110°, 55'00" 103.2

Q: Two parallel railway tracks, centre lines being 60 m apart, are to be connected by a reverse curve,…

Q: Given lines AB, BC, and CD as shown in the tabulated data. A reverse curve with a common radius is…

Q: In the figure below, a single circular highway curve (arc definition) will join tan- gents XV and VY…

A: Given Data : Calculate R, L and station of PC and PT ?

Q: please include illustrations. ASAP Traverse lines MN, NO, OP are center lines of a portion of a…

A: Consider the free body diagram; Given MN¯=277.60mNO¯=107mOP¯=200m From the figure,…

Q: GIVEN THE ANSWERS (YELLOW HIGHLIGHT) PLEASE SHOW THE SOLUTION Four simple curves (CURVE 1 CURVE 2…

A: Given data- CURVE 2 forms a compound curve with CURVE 1. CURVE 2 also formed a reverse curve with…

Q: Given broken line AB = 57.6 m., BC = 91,5 m. and CD = 91.5 m. arranged as shown. A reverse curve is…

A: Given: Length of Line AB = 57.6 mLine BC = 91.5 mLine CD = 91.5 m The length of common radius of…

Q: Given a simple circular curve, in feet, with the following known information: o | = 25°10'45" Da =…

Q: In a railroad layout the centerline of two parallel tracks are connected with a reversed curved…

Q: How far from the y-axis is the centroid of the area bounded by the curve y=xthe line x = 2 and the…

A: We will use integration to find centoid

Q: A horizontal curve is being designed around a pond with a tangent length of 800 ft and central angle…

A: Horizontal curve Horizontal curves are one of two key transition components in roadway geometric…

Q: Two bridges are located at the following stations: 547+35.4 and 722+12.2. Therefore, the distance…

A: (547+35.4)=54735.4 ft (722+12.2)= 72212.2 ft

Q: Two roads AB & CD distance between them as a circular curve with degree of curvature 30°in point M,…

Q: För a proposed highway curve with a radius of 500.00 meters, the point of curvature (PC) or…

Q: Q7/ Determined the area of the traverse shown below by the Coordinate method. D (20,160) C (90,210)…

Q: The first curve of the reversed curve has a central angle of 100 and a radius of 220 m. Find the…

Q: A highway curve has a radius of 400 m, central angle of circular curve = 120° 51', and Point of…

A: the radius =400m and angle of deflection =120°51'…

Q: The intersection of two proposed tangent AB and CD are inaccessible. From point G which is at Sta…

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B N, m 3.0000…

A: Data given Find the angle at intersection point

Q: Two straight roadways AB and BC intersect at B with a deviation angle of 12°00'00". They are to be…

A: The chainage of B = 842.750mThe deviation angle at B, Tape length, l = 20mRadius of circular curve,…

Q: •Point P1 located along the proposed centerline of a roadway was observes from an instrument set up…

A: Find coordinate of P1 (Northing and Easting)

Q: A highway curve has a radius of 400 m, central angle of circular curve = 12 ° 51', and Point of…

A: R=400m∆=12051,=12.850PI=point of intersection=241.782T=Rtan∆2T=400×tan(12.8502)T=45.044 mstation…

Q: A piece of land ABCDEA which lies at the corner of Cedar and Elm streets has the following data.…

Q: Measured angles at A and B are: Angle at A =60° 30 00 " Angle at B = 54° 45 00 What is the Easting…

A: Calculation of Easting of Point P in intersection method of finding inaccessible point in survey ###…

Q: A straight railroad AL intersects the curve highway route BC as shown in the figure. Distances on…

A: please check the answer below. NOTE ; I HAVE ATTACHED THE FIGURE IN LAST OF THE SOLUTION . I WAS…

Q: Simple Curve A railway curve is to connect intersecting tangents with the following design data:…

Q: The length of the curve of a simple curve having a degree of curve 4o is equal to 210 m. Compute the…

A: D = 4L = 210 m

Q: Q1: The figure below represents a circular curve having coordinates given in the Table. The…

Concept explainers

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

A portion of a proposed highway extension project in the form of a compound circular curve is
to be laid out in such a way that it will be tangent to three reference lines AB, BC and CD. The
length of the circular curve which starts at the PC is twice the length of the curve passing through
the PT. Stationing of B is 9 + 980. Given the following data :
POINT
NORTHING
EASTING
A
130.35
40.50
В
175.78
260.86
C
106.14
437.64
12.53
472.82
a. Determine the value of I for the compound curve.
b. Calculate for the radius of the simple curve that starts at the PC.
c. Calculate for the radius of the simple curve that ends at the PT.
d. What will be the stationing of the PT of the compound curve?

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

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

Present ALL necessary calculations made. Draw all necessarydrawings to solve all the given problems.
Two bridges are located at the following stations: 547+35.4 and 722+12.2. Therefore, the distance between them is 3.31 miles. O True O False
The centerline station of point A is 102+00 and the centerline sta of point B is 135+40. A right of way marker is to be placed 100' black of station 135+40 and 100' left of sta 134+40. What is the straight line distance between the right of way marker and station 135+40? a. 100.0' b. 130.5' c. 141.4' d. 152.3'
fe 1
Find the station kilometers of point B with curb radii R1 and R2 according to the given.
1. A proposed road bend along a highway construction project is to be laid out such that it will be a circular simple curve tangent to the three reference lines DA, AB, and BC. From the given data below, calculate for the following. a. radius of the simple curve b. stationing of PC if V is at 12 + 340 c. stationing of PT POINT LATITUDE DEPARTURE A - 29.34 - 128.76 B - 177.97 - 58.39 Bearing DA = S65°01'50"E Bearing CB = N54°24'10"E
a
A A Intersection Problem: A and B are control (known) points. Station N A 500.00 1000.00 B 900.00 600.00 Measured angles at A and B are: Angle at A = 60 30 00 Angle at B = 54 45 00 What is the Easting of point P Use 2 decimals precision.
1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A IB ANS N, m 0.5000 1.0000 E, m Station 2.0000 C -1.0000 D N, m -0.5000 1.0000 E, m -0.5000 2.0000
XI and I are curve where X and Y are tangents for a railroad circulor that x C240.48, 125.9N) and Y (353-88,218-6N) Fangent points. Given curvo is and midpoint coordinate of (60 13,195.89N) Calculate 1. Radius of curve curre 2. Length of 3. Deflection angle 4. External distance. 5 Coordinates at I.
solve example 1.4 please 1.3 example solved in my previous question of bartelby
If you are standing at STA23+54.23, how many feet are you away from STA25+08.49 along the length of the alignment? O2095.74 154.26 60.72 O 226.26