14-2 (Q(Question on circular horizontal curves)The center line of a road consisting of three straight lines (CD, BC, AB) of lengthsThe directions of these lines are as follows:LineAzimuthLength (m)АВ46°, 9'00"187.6BC85°, 28' 00"148.1CD110°, 55'00"103.2the work core is a horizontal circular curve, so that the lines are L IfThe three touch him.the...K-n.LA. Calculatevethe three points of tangency if you know that the station of point A=0+00.AB. Calculate

Answered: Image /qna-images/answer/26a3130c-e5c4-46e1-b4d5-210e676e1f67.jpg

Answered: The dire Line Azimuth Length (m) АВ…

Engineering

Civil Engineering

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

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: The bearing of a survey line is N31° 17'W. Its azimuth observed from the north is _______ deg.…

A: given- bearing=N31o17'Wazimuth from north is required to find.

Q: The length of traverse line CD isb316.48m and the magnetic azimuth from south if the line is…

A: Given data- Length of traverse line CD (L) = 316.48 m magnetic azimuth from the south is 153°54' To…

Q: If the bearing of Line CD is S 43 deg 35 minutes E, what is its Azimuth from South?

Q: 7.6 47°35'00", 126°40'12", 205°17'17", and 275°50'24"

A: By subtracting the azimuth from 360°, we can convert azimuths into bearings. In order to calculate…

Q: Compute the true azimuth from the north of line CD, S 28°24’ W if the magnetic declination in the…

A: Bearing is given with magnetic declination and it has been asked to determine true bearing.

Q: Question 8 A survey is performed on a closed traverse as shown in the Figure below. Assume line AB…

A: A closed traverse ABCDEFA as shown in the figure.Where,Also,FB of AB (True east).To find: Azimuth…

Q: Q1/ The data givenin Table below were obtained for an anti-clockwise closed-loop traverse. The…

Q: 19. Adjust the Close Traverse shown belo Azimuth (from Course Length, m North) AB 493.01 4°02' BC…

Q: 1.4 What is the azimuth of line BC in Table 1.4 Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

Q: 4 ) Calculate Lattitude and departure for length 77 m and Azimuth 23 Degree

A: given data length of line = 77 meter azimuth of line = 23 degree we have to find departure = ?…

Q: COURSE LENGTH (m) BEARING АВ 126.90 81°9' South of West BC 90.20 N 18°51' W CD 110.80 57°33' North…

Q: bearing to azimuth N108°44’41.2”

Q: In a closed traverse, the measured length of line AB is 245.08 m. If the magnetic azimuth (from…

Q: Two stations A and B are 540 m apart. From the following triangulation stations C and D on opposite…

Q: COURSE LENTGH (m) BEARING АВ 125.80 80°8' South of West BC 80.10 N 17°50' W CD 100.70 56°32' North…

Q: 6) Balance the departure and latitude using compass rule. complete solution. Show COURSE LENGTH (m)…

Q: Question 1:- In the traverse ABCDEA, the following angles and lengths are measured: Length (m) Angle…

A: Theoretical sum of Angles of a closed traverse = 540° Computed sum of interior angles = 538°30'48''…

Q: computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the azimuth…

Q: etermine the azimuths for the traverse below. AZAB, AZBC, AZCA.

Q: Q3) The following corrected azimuths were calculated in a traverse of (ABCDEA), calculate: 1-The…

Q: C. Total closure in latitude (C.) and Total closure in Departure (Co). D. Computed Corrections for…

A: Note - As per our company guidelines we are supposed to answer only first three sub-parts. Kindly…

Q: Compute azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles…

A: Given :

Q: If the latitude and departure of a traverse line from R to S is -146.383m and 145.762m respectively.…

Q: 6. Given the accompanying tabulation are the observed data for a traverse obtained from a…

Q: Given the following data, convert heading to azimuth or vice versa, leave procedure. 1) If the…

Q: ng AZIMUTH computations, for this

Q: Q.NO 02: Following data was obtained during Theodolite traversing: Line Latitude 125.3 Departure…

A: Data given: Line Latitude Departure AB 125.3 99.5 BC 83.3 229.5 CD…

Q: tation A of a link traverse to an azimuth mark is 212°12’36”. The azimuth from the last station of…

A: Given:- The azimuth from station A of a link traverse to an azimuth mark=212°12’36” The azimuth from…

Q: Adjust the data of a closed compass traverse. Tabulate the adjusted directions of each line ab bc cd…

A: Convert the data in whole circle bearing: Line Length FB BB FB-BB AB 330.75 34o55' 215o 180o5'…

Q: Why assume that AB Azimuth is 30˚0'0"? Can't we find the azimuth of point F or E?

A: Why assume AB azimuth is 30 degree ?Can we find the azimuth of point F or E ?

Q: Calculate Lattitude and departure for length 36 m and Azimuth 53 Degree

A: Given:- The magnitude of the length = 36 m The azimuth value = 53 degree To determine:- The…

Q: (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal…

A: azimuth of AB = 240010'05" co-ordinates of A =(1372.71, 1215.30) θ1=113056'39" θ2=92020'18"…

Q: Elevations of A and B are 447.410 and 445.399 above the datum. The slope distance from A to B is…

Q: An azimuth of 125°has a bearing of: (a)?35°? (b)?55°? (c)?125°? (d)?35°?

Q: Measured Interior Angle (2) Point (1) A 100 45'37" В 231 23'43" C 17°12'59" 89 03'28" E 101°34'24" N…

Q: PROBLEM 2 Compute the azimuth from north of line CD. (Azimuths of AB are also from north.) Azimuth…

Q: Calculate Lattitude and departure for length 32 m and Azimuth 60 Degree

A: Given: Length of line, L=32 m Azimuth = 60 Degree To find: Latitude and Departure

Q: The bearing of a survey line is N31°17'. Its azimuth observed from north is (round off to two…

A: Given that :~ The bearing of a survey line = N31degree 17’ calculate the azimuth observed from north…

Q: Convert S 55° 45' W into it's equivalent azimuth

A: The given bearing is: S 55° 45'

Q: For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side.…

A: To compute the Azimuths for each side.

Q: Correct the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E…

A: Given :- Survey data for a closed traverse is given below LINE DISTANCE BEARING AB 495.85 m N…

Q: From the observed forward and back azimuth from north of an open compass traverse AB ***** 36°15…

A: Given data in question Open traverse Forward bearing Back bearing To find out Most probable…

Q: Correct the survey data below for a closed traverse. LINE DISTANCE BEARING АВ 495.85 m N 05°30' E ВС…

A: A closed traverse is a series of connected lines whose lengths and bearings are measured off these…

Q: 1.4 What is the azimuth of line BC in Table 1.4. Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

A: Given data- A table showing data for points A & B given- To Find- The azimuth of line BC.

Concept explainers

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

COURSE LATITUDE DEPARTURE АВ 30 -70 BC 70 -30 CD Unknown Unknown DA -80 40 a) What is length of course CD? b) What is the bearing of course CD? c) What is the perimeter of the traverse?
7. The computed latitude and departure of a line were recorded 56.67m respectively. Determine its azimuth from North. a. 112°29' b.292°29' c. 67°31' to be +23.46m and d. 173°29'
SITUATION. A lot survey data is shown below. Departure +500 Course Latitude AB +600 BC +900 +300 CD -400 -2500 +800 -1000 DE EA +1510 -720 Find the adjusted departure of course CD using compass rule. O-401.28 O -399.31 O -398.72 -400.69
Highlight Strikeout Define Сopy 10. The length of a traverse line CD is 316.48 m and the magnetic azimuth from south of the line is 153°54'. What is the departure of CD?
Given the ff. data: Azimuth 15° 36' 290° 49' 2370 58' 80° 43' Lines Distances АВ ВС CD 77.45 m DA 75 m a.) Compute the distance BC. b.) Compute the distance AB. c.) Compute the area by DMD Method.
The length of a traverse line CD is 316.48m and the magnetic azimuth from south if the line is 153°54`. What is the departure?
Q1/ The data given in Table below were obtained for an anti-clockwise closed-loop traverse. The azimuth of AF 136° 25' 12'. Determine the adjusted traverse by Bowditch's method Length Internal Correction Corrected angle Station (m) Int. angle 17.098 130 1845"| <-2" 130°18'43" 102.925 110°18°23" 110°18 21" - 2" - 2" - 2" 99 32'35" 33.866 116 18°02" C 92.782 9932'33" 116 18'00" 63.719 119 46'07" <-2" 119°46°05" F 79.097 143°46°20"| - 2" 143 46'18" Σ 389.487 720°0012"| - 12" 720 00'00"
Given in the tabulation below are the adjusted lengths and azimuths taken from the north of a closed compass traverse: LINE ADJUSTED BEARING LENGTH (m) AZIMUTH (N) AZIMUTH (S) FORWARD ВАСK AB 405.18 106°19'45" BC 336.59 57°54'01" CD 325.18 335°28'43" DE 212.92 219°28'33" EF 252.21 266°55'30" FA 237.69 219°40'28" a. Determine azim taken fro uth ea ine. b. Determine the forward and back bearing of each line. Plot the traverse and fully label all points, lines and angles. Use convenient scale. C.
Given closed traverse with omitted measurements, Line Distance (m) Azimuth (from North) AB 281.4 110°49' BC 129.4 21°49' CD 340°26' DE 144.5 EA 168.7 254°24' Find the distance of line CD (in meters) а. b. Find the azimuth from North of line DE (in DMS)
Using the previous example, balance the departures and latitudes using the transit rule. CD ΙΣ DEPI CL (LAT of course) ΙΣLAT Corrpep (DEP of course) CorrLAT
A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 289°14'30" EA 71°37'10" a.) Determine the length of DE and EA b.) Determine the perimeter (m) of the traverse.
2. Closed Traverse: LINE LENGTH (d) AZIMUTH FROM NORTH АВ 233.10 m 122° 30' ВС 242.05 85° 15' CD 191.50 20° 00' DE 234.46 333° 35' EF 270.65 254° 08' FA 252.38 213° 00'