Horizontal CurveGiven:Radius (R) = 1654.35'Degree of Curve (Daº) = 03°-27¹-48"PC Station = 14 + 27.62Chord distance to Station 16 +00= ?172.30'170.10'174.59'168.75'

A Curve is given. Radius, R = 1654.35' Degree of the curve, D = 3°27'48'' PC station = 14 + 27.62 To…

Answered: Horizontal Curve Given: Radius (R) =…

Horizontal Curve Given: Radius (R) = 1654.35' Degree of Curve (Daº) = 03°-27'-48" PC Station = 14 + 27.62 Chord distance to Station 16 + 00 = ? 172.30' 170.10' 174.59' 168.75'

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: 25. Find the radius of the circle passing through the points A, B, C, whose coordinates are shown…

A: Find: Radius of circle passing through the points A, B and C

Q: DO ONLY PART 3 Coordinates of Intersecting Points Length of Chord of the First Simple Curve is…

A: The Stationing of PC, PT, PC2, PCC, PT2, PC3, PRC, PT3 and End of Project: To find the stationing of…

Q: Item 3 A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the…

Q: CIVEN LINES AB, BC, CD AS SHOWN THE TABULATED DESIGN. A REVERCE IN CURVE WITH A CommON RADIUS TO…

Q: Q. 2 Two straights Al and BI intersect at a chainage of 3000 ft with an angle of deflection of 40° +…

A: Finding out radius of curve,chainage of A and C ,set out curve by Rankines method.

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: 25) Calculate coordinates of station (65+10.00) on the horizontal circular curve (R= 750 m, 4=…

Q: In the diagram shown below select the ST No. of Point TC. The design speed is 50 mph, e = 6%, the…

Q: ▼ Offset Point A Stationing Offset Part A 0.00 14.9 B 0 + 54.80 34.2 с 1+ 31.88 54.6 D 2+ 13.02 85.4…

Q: Given a compound curve, Il = 28°, I2 = 34°, D1 = 4°, D2 = 5° and PC is at station 20 + 418.28. What…

Q: SIMPLE CURVE BEARING OF Point of Curvature - V = N 60° E BEARING OF V - Point of Tangency = S 70° E…

Q: A = 30° Az = 40° A3 = 25° | PT,-PC: |= 80 m | PT;-PC3 |= 90 m | PT3-B |= 100 m St Km A: 0+000.000 St…

A: Curb: The edge or the elevation that is formed between road and pavement is known as Curb. The…

Q: signment 5: Horizontal Curve Calculation: ation +26 3+00 7+00 5+00 5+68 = Station 18+26 signment 6:…

Q: Determine the area of the following closed traverse.

A: To find: Area of closed traverse ABCDEA

Q: The angle of intersection of the tangents. The tangent length of the curve. The length of the curve.

A: As per the guidelines of Bartleby we are supposed to answer only the first three sub-parts of the…

Q: The centerline station of point A is 102+00 and the centerline sta of point B is 135+40. A right of…

A: Position of the right of way marker:

Q: STATION NORTHINGS 0+000 11475.55 PI1 11478.80 P12 11179.37 P13 10804.76 P14 10512.37 V1 11245.48…

A: Multiple questions As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: Two straight lines intersect at an angle of 60°. The radius of a curve joining the two straight…

A: Radius, R =600m Intersection angle =60 ° Find length of long chord=? mid-ordinates=?

Q: 1) Using transit rule , adjust the closed traverse.Compute also the linear error of closure and the…

Q: A-2.40% grade meets a +1.60% grade at station 44+25 and elevation 3387.96 ft, 400-ft curve, stakeout…

A: The initial grade of the curve = -2.4% The final grade of the curve = +1.6% The station of point of…

Q: Plz, answer this question as detail. Surveying-2 1. Explain Procedure for Layout of…

A: Curves:- A curve consist of a single arc connecting two straights or tangents. Curve is a simply…

Q: * Calculate all of the latitudes and departures for all courses * 2) Calculate all of the…

A: ###Open traverse ## 1-Determination of Latitude and Departure 2-Coordinates of all points A to G 3-…

Q: 3. The Stationing of PC, PT, PC2, PCC, PT2, PC3, PRC, PT3 and End of Project

A: The Stationing of PC, PT, PC2, PCC, PT2, PC3, PRC, PT3 and End of Project: To find the stationing of…

Q: Station Line Length (Ft) Interior Angles A 89°30'30" AB 447.60 B 89°30'30" BC 180.00 C 89°45'45" CD…

Q: DO ONLY PART Coordinates of Intersecting Points Length of Chord of the First Simple Curve is…

A: As per our guidelines, we are supposed to answer only one question. Kindly post other questions as…

Q: Q2: Is it possible to fit a horizontal curve (D=4 degree) at point (B) together with another…

A: Case 1 Is it possible to fit a horizontal curve? Case 2 If BC = 750m Determine Stationing of…

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

Q: Q#03: Two tangents intersect at chainage 4000 m, Ø= 35º35'°35". Carry out all the data necessary for…

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: 8. Determine the area of the following closed traverse. A= N1000.00, E1000.00; B= N1123.17,…

A: Point North(Y) East (X) A 1000 1000 B 1123.17 1140.67 C 1035.83 1239.63 D 837.56 1171.59 E…

Q: BEARING OF PC-V = N 60° E BEARING OF V-PT S 70° E DEGREE OF CURVE CO) STATION Ve 12 t 234.50 %3D

Q: Radius Angle of intersection Degree of curvature External distance Middle ordinate Arc length

A: As there are multiple questions posted, according to the guidelines, only the first three are being…

Q: Horizontal Curve Given: Radius (R) = 1654.35' %3D Degree of Curve (Da°) = 93°-27'-48" PC Station =…

Q: A five-course traverse was measured in the field as shown in the figure. 1. Compute the balanced…

A: We are given that Backbearing of line = forbearing of line + 180o ( when azimuth of…

Q: : The following bearings were observed in running a close traverse. Correct the bearings for local…

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

Q: COURSE AB 8886 BC CD DA DISTANCE 120m ? 100m 80m 43. The length and bearing of BC 44. The area of…

A: here question contain multiple question so As per our guidelines i will answer only first question

Q: Q5/ In closed traverse ABCD, the interior angles were measured. Calculate the corrected interior…

A: Given: Station Member Interior angles A AB 125o 40' 34'' B BC 65o 44' 38'' C CD 46o 28'…

Q: n . I will upvote you

A: PC station =PISTA-Tangent

Q: 1. The result of a fiekd survey of a closed traverse is shown in the figure. Check the traverse for…

A: The latitude of the line is defined as the projection of the given line in the north-south…

Concept explainers

Curve setting

A curve is a turn that is provided horizontally or vertically in the design of highways, railways, and runways. A curve connects two straight lines that are separated by the deflection angle. It helps to change the direction and alignment of the highways, railway tracks, and runways. Therefore, the gradual change in their alignment is made by using a curve to provide comfort to the passengers and this also provides an easy turn to change the direction of the moving vehicle.

Question

Horizontal Curve
Given:
Radius (R) = 1654.35'
Degree of Curve (Daº) = 03°-27¹-48"
PC Station = 14 + 27.62
Chord distance to Station 16 +00= ?
172.30'
170.10'
174.59'
168.75'

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 Introduction and given data

VIEW

Step 2 Calculation

VIEW

Step 3 Final answer

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 1 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

The bearings of forward and backward tangent are N 15°30’ E and N 25°40’ W, respectively. If the degree of curve is 2° for a full station of 20m and the stationing of the vertex is 12 + 582.50, determine the ff with illustrations and sketch : a. Elements of the curveb. Stationing of P.C. and P.T.c. Lengths of sub-chords and its corresponding sub-angles
1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m 3.0000 2.0000 E, m Station 0.0000 C 5.0000 D N, m -0.5000 3.5000 E, m -0.5000 2.0000
Q4) In closed traverse ABCD, the interior angles were measured. Calculate the corrected interior angles if z=1" St. Interior angles A 104° 30' 29" B 86° 54' 43" C 67° 18' 39" D 101° 16' 17"
Using the transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. Take note that the bearing and distance of line 1-2 is N 29-37 E. POINT INTERIOR ANGLE LINE DISTANCE IN METERS 1 49°35' 1-2 10.42 111°07' 2-3 10.15 3 113°17' 3-4 8.21 4 63°17' 4-5 9.33 202°43' 5-1 8.31
Civil engineering Plz help fast
Need within 1hr pls, thanks
Please help me answer this
L-500 250 250 Figure 3 al Exam - Figure 3.pdf + Calculate the elevation of curve B at station 11+50. 115.90 117.94 118.80 119.80 120.80 29+ /2+50 Ind 13175
Lines AB and CD are extended to intersect at the vertex. Points A and B are in back tangent and points C and D are in the forward tangent of the simple curve respectively. Point A is at station 12+116.17. The radius of the simple curve is 240 m. In the table are the coordinates of the points. PLOT the Figure POINT NORTHINGS EASTINGS A 20655.99 20933.92 B 20765.01 21049.51 C 20777.00 21210.84 D 20710.87 21329.11
Determine the interior angles at each point of the following traverse: Line AB=N38009’ E, Line BC=S 43018’ E, Line CA=S84035’W
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.
Simple Curve A railway curve is to connect intersecting tangents with the following design data: Back tangent = N 20° 25' E Forward tangent = S 49°35' E Degree of curve = 5⁰ Design speed = 70 Kph Station PI = 5+555.55 1.Determine the length of line from PC to Pl. a) 234.67m b) 244.67m 2.Compute the straight distance from PC to PT. a) 402.34m b) 375.60m c) 245.89m d) 327.42m c) 389.78m d) 423.67m 3. If the width of the land intended for the railway is 10m, determine the area of land from PC to PT. a) 4,456.56 sqm b) 3,456,43 sqm c) 5,112.34 sqm d) 4,399.92 sqm 4.How long would a 300m long train able to leave the curve completely. a) 25.67 sec b) 38.06m sec c) 40.34 sec d) 29.67 sec