Item 2For a highway curve with Da = 5°00', I = 20°30', and Pl station 63 +25.53 ft, calculatethe requested values to lay out the circular curve at full stations (100 ft).Calculate the external distance.Express your answer to two decimal places and include appropriate units.E =SubmitPart FHÃValueRequest AnswerTabulate stations, deflection angles, and incremental chords to lay out the curve at full stations (100 ft).Express angles in degrees to four decimal places; express first station numbers as integers; second station numbers and chord lengths should be expressed in feet to twplaced at the bottom of the table.StationUnitsC+++00.0000.00+ 00.0000.00?[ChordDefl. Increment2.5002.5002.500Defl. Angle?

Answered: Image /qna-images/answer/402ac03c-6102-4aa0-a414-9aa085cf9326.jpg

urve with Da = 5°00', I = 20°30', and Pl station ft, calculate the requested values to lay out the full stations (100 ft). Part A Calculate the radius. Express your answer to two decimal pl R= Value Submit Part B HA L= Request Answer Calculate the circular curve length. Express your answer to two decimal p μÅ ( Value Un ( Un

urve with Da = 5°00', I = 20°30', and Pl station ft, calculate the requested values to lay out the full stations (100 ft). Part A Calculate the radius. Express your answer to two decimal pl R= Value Submit Part B HA L= Request Answer Calculate the circular curve length. Express your answer to two decimal p μÅ ( Value Un ( Un

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: <Homework: Horizontal Curves Assignment Problem 24.15 For a highway curve with Da = 5°00', I =…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: In the plan below shows a differential leveling from benchmark to another benchmark, along each line…

A: To find : Corrected elevation of TP2, BM2, TP3

Q: Given the three-wire leveling note below, find the elevation of BM2 and perform the customary…

A: Given: The data for the three-wire levelling is given as: To Determine: The elevation of BM2 and…

Q: Describe about the friction-circle analysis.

A: The friction circle is defined as a circle in which the maximum resultant force of braking and…

Q: Q4/ A lake has the Fellowing Shape 50 6. 40 2.Pt 2. Pt use Trapezoidal Rule to estimate the Sur face…

Q: ISL TL = 499.9666667 --20)382) A horizontal distance of (500 m) must be lay out with a steel tape,…

A: Given values: Measured condition: Temperature: Tm = 50 degree C Tension = 120 N Pull: Pm =…

Q: For a highway curve with R= 1000 m, I = 16°30', and Pl station = 3 +264.759 m, calculate the…

A: R = 1000 m I = 16o30'

Q: On a vertical photograph of flat terrain, section corners, which are a nominal 1-mi apart, appear a…

Q: A railroad curve has De = 5°00', I = 27°00', and PI station = 37+45.00 ft. Use the chord definition…

A: Degree of the curve, Dc = 5o Deflection angle, I = 27o PI station = 37+45 ft

Q: A surveyor aims to determine the horizontal distances between 4 points P, Q, Y and Z along the…

A: horizontal distance of a sloped line = l cosθ where θ is the slope from horizontal line.

Q: 450 feet g1 = - 3.00% g2 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX rX/2…

A: Given data L=450feet g1=-3.00% g2=+1.50% VPI station =66+50 VPI elevation=560.00feet

Q: B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5-…

Question

100%

<Homework: Horizontal Curves Assignment
Item 2
For a highway curve with Da = 5°00', I = 20°30', and Pl station
= 63 +25.53 ft, calculate the requested values to lay out the
circular curve at full stations (100 ft).
Part A
Calculate the radius.
Express your answer to two decimal places and include appropriate units.
R =
Submit
Part B
01
L =
μÀ
Value
Request Answer
HÅ
Units
Calculate the circular curve length.
Express your answer to two decimal places and include appropriate units.
Value
****
Units
?
?

Item 2
For a highway curve with Da = 5°00', I = 20°30', and Pl station 63 +25.53 ft, calculate
the requested values to lay out the circular curve at full stations (100 ft).
Calculate the external distance.
Express your answer to two decimal places and include appropriate units.
E =
Submit
Part F
HÃ
Value
Request Answer
Tabulate stations, deflection angles, and incremental chords to lay out the curve at full stations (100 ft).
Express angles in degrees to four decimal places; express first station numbers as integers; second station numbers and chord lengths should be expressed in feet to tw
placed at the bottom of the table.
Station
Units
C
+
+
+
00.00
00.00
+ 00.00
00.00
?
[
Chord
Defl. Increment
2.500
2.500
2.500
Defl. Angle
?

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: Determine the radius, length, external dist. and tabulate stations, deflection angles and chords

VIEW

Step 2: Determine the radius, length, external dist. and tabulate stations, deflection angles and chords

VIEW

Step 3: Determine the radius, length, external dist. and tabulate stations, deflection angles and chords

VIEW

Solution

VIEW

Step by step

Solved in 4 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

B 7-8 (L) Determine the coordinates of station S, the point of intersection between lines AB and PQ. The coordinates of stations A, B, and P are shown in figure; the measured azimuth of PQ is 50°. yem N 1000 E 900 A Azimuth 50⁰ P N 650 E 1050 X 400 S Q B N 700 X, E 1400 line РФ Slop = fan yo ५० ya Y₁ =mi (x~x 6.50 10 N: Y = 802.1 E: XS 1230.
Part C Compute the linear misclosure. Express your answer in feets to three significant figures. 1]]ΑΣΦΗ [11 vec Submit Request Answer Part D Compute the relative precision. Express your answer as an integer VE]ΑΣΦΗ Τ 1: Submit Part E Request Answer vec ? XB. YB. XC. Yc. XD. YD= ? Compute the preliminary coordinates in feet if X = 12500 and Y₁ = 10500. Express your answers in feet to two decimal places separated by commas IND ΑΣΦΗ Τ vec ft ft
Determine the slope length (L) between two points given the following information: Horizontal distance (H) = 1500.00' Vertical angle = 04°-27¹-48" round final answer to 2nd decimal place example answer 924.82 don't enter units H
Part C Compute the linear misclosure. Express your answer in feet to three significant figures. IΫΠ ΑΣΦ ↓↑ vec Submit Part D Compute the relative precision. Express your answer to three significant figures. 1: Request Answer 195| ΑΣΦ. 41 vec Submit Request Answer ? ? ft
The table below contains the information about the cross - section. If the *.formation width is 10 m, find the area of the cross - section Cross - section CL C 3.05 C 3.65 C 2.45 C 2.95 С 2.65 С 3.45 11.10 7.30 3.5 8.6 11.8 47.46 m2 O 50.65 m2 ) 45.82 m2 O 48.91 m2 O
3-wire levelling how to perform arithmetic check DE1= DE2=
4.....1
Define the components of a highway curve from the following: Dº = 5°00' 1= 20° 30' PISTA = 63+25.53 ft Answers are to the nearest XXX.XX stationing answer format XX+XX.XX. R = type your answer... L = type your answer... T = type your answer... LC = type your answer... E = type your answer... M = type your answer... PC STA type your answer... PTSTA= type your answer... ft ft ft ft ft ft ft ft
Please explain in detail your answer and show your step by step process so that your approach is easily followed