32. Compute for the area by using DMD and DPD method.LINEBEARINGDISTANCES 36°46'WABBCCD44.84N 57°11'W136.56N1°45'E12.03N 72°10'ES 48°13'EDE64.80EA106.72

To determine the area of traverse using DMD and DPD method. First step is to write the Latitude…

Answered: 32. Compute for the area by using DMD…

32. Compute for the area by using DMD and DPD method. LINE BEARING DISTANCE AB S 36°46'W 44.84 BC N 57°11'W 136.56 CD DE N1°45'E 12.03 N 72'10'E 64.80 EA S 48°13'E 106.72

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: and accurately the interior angles of the traverse.

A: This question is from Surveying.

Q: Determine the whole circle bearing of line CD in degrees.

Q: Missing data Length Bearing АВ 102.84 N 54d 47m E BC ? S 44d 46m E CD 77.25 S 54d 21m W

Q: Compute the azimuth from north of line CD. Azimuth AB = 105°26'32"; angles to the right ABC =…

A: Azimuth of AB = 105°26'32''Angle to the right ABC = 52°54'26''Angle to the right BCD = 36°36'38''…

Q: What is the error of closure?

A: Given:Reduced level of bench mark-10=701.32'We know that,Height of instrumentHI=R.L. of B.M. of…

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: A tabulated form of data of closed traverse is given and it has been asked to determine missing data…

Q: For the accompanying figure, what is the bearing of the line DA?

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: As per the company guidelines, we are obliged to answer only one question at a time. Therefore,…

Q: Compute adjusted forward bearings of the following open traverse;

Q: Show full solutions. Surveying.

Q: 1. Compute the missing or omitted distance or bearing 6. S 85°51' E 160.00 m. 1 N 51°59' E 165.88 m.…

A: Given:- Some distances and bearings of an area are given To determine:- The missing or omitted…

Q: a. Compute the angular error of deflection angle. b. Compute the corrected bearing of the lines.…

Q: Given the closed traverse data. Lines Bearing Distance AB N20o E 20.35…

Q: find out the included angles in a closed survey PQRSTP, the f

A: Below table gives the whole circle bearing of the observations: Line FB FB-WCB BB BB-WCB FB-BB…

Q: 32. Compute for the area by using DMD and DPD method.

A: Using DMD method - Line Bearing Distance Latitude Departure DMD 2A AB S36.46W 44.84 -35.624…

Q: Distance from Course (d) North (in meters) unknown 57° 55' 373.06 320° 0' АВ ВС CD| 952.75 | 256°…

Q: 1) Find, the unknowns ("aaa" through "Beg") in the table of closed traverse starting from BM and…

A: Rise and fall are the value equal to the difference in reduced levels between the two consecutive…

Q: DATA AND RESULTS LINE AB BC CD PE EA OBS. DIST. 14.90m 15 m 15.52m 12.56m 13.84 m OBS BEARING N 43°…

A: To Determine :- The total area of the traverse using Double Meridian Distance (DMD) method.

Q: Compute the missing or omitted distance or bearing

A: Let θ be missing bearing and L be the missing distance. For closed traverse, ∑L=0∑D=0

Q: Q. Find the corrected bearing after correction of local attraction. Line FB BB АВ 126° 45' 308° 00'…

Q: Computed Lat Computed Dep Correction Adjusted Lat Adjusted Dep Course Length, ft Bearing +N -S +E -W…

A: Course Length Bearing(WCB) Computed Lat Computed Dep Correction Adjusted Lat Adjusted Dep…

Q: 13. Given the following data from a balanced traverse, find the area of the traverse by DMD method.…

Q: Unknown Bearing 1391.17 m S75 48'E 867.46 m S 68 06'W 1035.79m 1272.41 m Unknown Bear 1938. 90

Q: 1 Line Dist. AB BC CD DE EA 48.96 28.63 39.53 33.28 39.18 AZIMUTH-NORTH forward 87-30 166-30 137-25…

Q: The reduced bearing of 20 m long line is S30° E the latitude of the line is A 17.32 m north B с…

A: Length of the line L=20 mBearing S 30o ELatitude of the line = ?

Q: 2. Complete the mising data. UNE DISTANCE (meter). BEARING 1-2 123 4450 140.2336 146.3536 1648688…

Q: Observed Bearings Computed Sta Internal Angle Adjusted Values Corr Interior Forward Back Angle…

Q: Item Answer Length of connecting line Bearing of connecting line Length of BC Bearing of DA

Q: 1) Find, the unknowns ("aaa" through "ggg") in the table of dlosed traverse starting from BM and…

A: Rise =aaa=1.672-1.245=0.427

Q: LINE BEARING DISTANCE (M) AB S 74048' E S 16018' W S 69006' W N 29030' W N 42015' E 542.16 ВС CD DE…

A: LATITUDE = LCOSθ DEPARTURE = LSINθ L is the length of the course θ is the Bearing of the course…

Q: Given the close traverse survey below, compute for all the adjusted Lengths and Bearings. Show…

A: Solution: The table is below:

Q: Due to carelessness of one member some information of the technical description were lost. Bearings…

Q: H.W: From the base line AB, the linear measurements (offsets) are taken to setting out a rectangular…

A: Surveying is the branch of the construction industry in which the measurement between different…

Q: From the given data of a closed traversed, compute the following, Line Bearing Distance AB S.8deg.…

Q: 1. Convert the following to bearings: 52°40’59’’ 205°32’11’’ 312°15’29’’

A: Angles and lengths are the essential estimations in studying. Angles in reviewing are named either…

Q: Determine the bearing and distance of the line EA B N85 32'52"E A 67.451 N4810'58"E 33.593…

A: The given data is: S. No. Line Distance Bearing Whole Circle Bearing 1. AB 67.451 N85°32'52''E…

Q: Given the corrected latitudes and departure of a closed traverse. LINES 1-2 2-3 3-4 4-5 5-6 6-1…

A: Given data,corrected lattitude and departure are given in…

Q: Determine the total area using the DMD method. Use bearing in determining latitude and departure.

A: The given figure is shown below:

Q: Calculate the interior angles from the following observations: Line PQ QR RS ST TP O O O Bearing S…

A: Draw the rough sketch of the traverse. Then using properties of geometry the internal angles can be…

Concept explainers

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.

Question

32. Compute for the area by using DMD and DPD method.
LINE
BEARING
DISTANCE
S 36°46'W
AB
BC
CD
44.84
N 57°11'W
136.56
N1°45'E
12.03
N 72°10'E
S 48°13'E
DE
64.80
EA
106.72

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: To write the Latitude and Departure of each line and draw the traverse table

VIEW

Step 3: To compute area using DMD method

VIEW

Step 4: To compute area using DPD method

VIEW

Step by step

Solved in 4 steps

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

From the base line AB, the linear measurements (offsets) are taken to setting out a rectangular fence CDEF, find CD”, DE~ knowing that AB~ = 170° 5.
H.W13/ The following offsets were taken from a chain line to a hedge: Distance (m)0 10 20 30 40 80 120 160 200 210 220 Offsets (m) 21 15 16 22 Compute the area between the chain line and the end offsets by: (a) Trapezoidal Rule. (b) Simpson's Rule.
Single proportionate measurement usually requires four original corners, and the location of the propertined corners is positioned at the proportionate distances of lines run from the propoertied points. a.) True b.) False
Find the distance & bearing of line course H to A. SN=3
Complete the table below. C LINE AB BC CD DE EA 118°37 105°22' 108° 28' E B 120°28' AZIMUTH from North N30°00'W MERIDIAN 87°05' A BEARING
determine the adjusted bearing lines of each surveying line and the back azimuth of FBab, FBbc, and FBda.
Given the following data from a balanced traverse, find the area of the traverse by DPD method.
Compute the area of the given transverse using DPD and DMD method
2. Given the following data of a closed traverse. LINE BEARING DISTANCE АВ N 38°29' E 33.00 BC S 54°23' E 31.55 CD S009' W 34.20 DE S 77°19' W 26.39 EA a. Compute the bearing of line EA. b. Solve for the distance of line EA. c. Compute the area of the traverse using DPD Method.
given the following data from a balanced traverse. find the area of the traverse by DPD method.