From the given data of a closed traverse, compute the following: a) Find the bearing of Line DA b) Find the distance of Line DA c) Area of lot ABCD in acres. LINE BEARING DISTANCE S 08051' W N 18051' W N 32°27' E AB 126.90 m ВС 90.20 m CD 110.80 m DA

From the given data of a closed traverse, compute the following: a) Find the bearing of Line DA b) Find the distance of Line DA c) Area of lot ABCD in acres. LINE BEARING DISTANCE S 08051' W N 18051' W N 32°27' E AB 126.90 m ВС 90.20 m CD 110.80 m DA

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 algebraic sum of latitude and departure of a five-sided tract of land are as follows: EL = -…

Q: Course Bearing Distance AB S 18°5' W 126 M BC S 08°51' E 90.2 M CD N 23° W 108 M DA

Q: Q.3. A six-sided closed-loop traverse has the following station coordinates: 738.562 666.737 (…

A: Consider the given coordinates

Q: b) Table Q4(b) shows coordinates of points ABCD, which is a boundary of a closed traverse, taken…

A: Table for coordinates Circumference of sphere = 40074 kmTo determine: Perimeter of closed traverse

Q: 2) Considering these traverse notes with missing data (see table below), a) What is the length of…

A: Given:-

Q: Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE,…

Q: What are the concepts and applications of 1.Traverse 2.Tacheometry Stadia Interval Factor 3.…

A: we need to find Traverse Tacheometry Stadia Interval Factor Earthworks and volume.

Q: Compute and adjust the traverse survey given below using compass rule and transit rule. Station…

Q: 2. Course AB of a five-sided traverse runs due north. From the balanced interior angles to the…

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

Q: 16. A parcel of land has been surveyed in the field and the lengths and bearings of the various…

Q: SITUATION 1: The data for a closed traverse are as follows: Course Bearing Distance АВ S W 126.00 m…

A: To Determine Distance of course CD Area of the traverse

Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

Q: 3. A closed traverse has the following data LINE XY YZ ZX LENGTH 126 m 233 m 170 m BEARING N 35d E S…

Q: A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344…

Q: onsidering these traverse notes with missing data (see table below), a) What is the length of course…

A: To find (a)Length l (b) angle theta (c) Perimeter P

Q: Problem #5 For the given data of a close traverse, determine the missing distances of course BC and…

A: Please find the answer in the below attachment

Q: A traverse has the following survey notes. Using the transit rule, determine the adjusted length of…

Q: 13. Calculate the area of the adjusted lengths and its adjusted azimuths from north using (1) DMD…

Q: Problem 2. A parcel land has been surveyed in the field and the lengths and bearings of the various…

Q: Q3/ The coordinates of traverse stations of a closed traverse ABCDE are given in Table Station X(m)Y…

A: Question is based on traverse survey . Coordinates of closed traverse are given in the question .…

Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING AB 495.85…

A: Double meridian distance of a line (M) = Double meridian distance of preceding line + Departure of…

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: A traverse ABCDA is made within the form of a rectangle in clockwise path. If the fore bearing of…

Q: The latitude and departure of a traverse line were computed as +45.56m and – 67.78m respectively.…

Q: A topographic surveying map using a scale 1cm: 40 m, and with a contour interval of 1.0 m. The…

A: .

Q: 4.7 Clused traverse ABCD has the following S 40° 18' E, CD = SI1°11' W, DA = N 62°07' W. Compute the…

A: Transverse surveying is used for land surveying. In this type of survey, the length and direction of…

Q: Problem 4 From the closed traverse data shown. (Note: In the computation of latitude, departure,…

A: Azimuth from south is given, so first convert it into bearing. LATITUDE = LCOSθ DEPARTURE = LSINθ L…

Q: Problem 2. A parcel land has been surveyed in the field and the lengths and bearings of the various…

A: Calculate the latitude and departure as given as, Latitude=L cosθ Departure=L sinθ…

Q: Solve for the area of the given traverse using Double Meridian Distance Method. B Not to Scale S 49°…

Q: A traverse has the following survey notes. Using the compass rule, determine the adjusted latitude…

Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING AB 495.85…

A: Latitude=Length of AB×cosθLatitude=Length of AB×sinθ

Q: A closed traverse has the following data: LINE LENGTH (m) BEARING АВ 430.05 N 62°30' E ВС 425.18 S…

Q: Calculate latitudes, departures, and closing error for the following traverse conducted at Delhi.…

Q: Balance the given traverse using (a) Compass Rule and (b) Transit Rule. COURSE LENGTH (m) BEARING AB…

Q: m, and 125.3 m, respectively. Assuming uniformity of slope between sketch). The alevation at the…

A: E-A=165-62.5 =102.5 Contour interval=20 m Therefore,we will have=102.5/20…

Q: Considering these traverse notes with missing data (see table below), a) What is the length of…

A: To find out the length of DE. To find out the bearing of BC. To find out the perimeter of lot.

Q: A topographic surveying map using a scale 1cm: 40 m, and with a contour interval of 1.0 m. a The…

A: given contour interval = 1m survey map scale 1cm = 40m 1 cm on map…

Q: SHOW COMPLETE SOLUTION IN SOLVING A AND THE AREA 1. a. Find the length r and p of the missing sides…

A: DMD of a line = DMD of previous line + Departure of previous line + Departure of present line. In…

Q: COURSE LENGTH (m) BEARING / AZIMUTH AB 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE unknown…

Q: A distance is measured along a 15°30’slope and found to be 1,000??. What is the horizontal distance…

A: The given data is: Slope of ground (θ) = 15°30' Measured distance (l) = 1,000 ??

Q: Q9) The bearing of the sides of a closed traverse ABCDEA are as follow: Side AB BC CD DE EA F.B 107°…

A: GIVEN: The bearing of the sides of a closed traverse ABCDEA are TO FIND: Interior angles of the…

Q: The X and Y coordinates of two corners of a traverse are: A(-123.45 m, +105.70 m) and B(+163.08 m,…

A: Given Data:A=-123.45m, 105.70 X1 y1 B=163.08m, 230.17m X2…

Q: Lot ABCDEFA is a closed traverse in the form of a regular hexagon with each side equal to 100 m. The…

A: given TRAVERSE ABCDEFA EACH SIDE LENGTH = 100m bearing of AB = N25°E to find bearing of BC

Q: Considering these traverse notes with missing data (see table below), a) What is the length of…

Q: From the given data of a closed traverse, compute the following: a) Find the bearing of Line DA b)…

Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING АВ 495.85…

A: Solution:- i) Formulla for Double parallel distance method is given by, DMD=First one DMD =Adjusted…

Q: A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344…

Q: Given the following traverse notes for a closed traverse: AZİMUTH LINES DISTANCE АВ 225°00' 1200 m…

A: Given- A closed traverse ABCA. Azimuth of line AB and BC are 225°00' and 346°00' respectively. It is…

Concept explainers

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.

Question

3) From the given data of a closed traverse, compute the following:
a) Find the bearing of Line DA
b) Find the distance of Line DA
c) Area of lot ABCD in acres.
LINE
BEARING
DISTANCE
S 08051' W
N 18°51' W
AB
126.90 m
ВС
90.20 m
CD
N 32°27' E
110.80 m
DA

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 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

A traverse ABCDA is made within the form of a rectangle in clockwise path. If the fore bearing of line AB is sixty seven° 30', find the bearings of other traces.
Lot ABCDEF is a close traverse (clockwise) in the form of a regular hexagon. If the bearing of AB is N 28° 40' W, what is the bearing of BC? CD? DE? EF? AF?
A pentagonal lot has the following data. SIDE AZIMUTH DISTANCE(M) AB 198° 30' 108.20 BC 288° 98.60 CD 356° 30' 112.40 DE 42° 20' 120.00 EA ? ? Find the following: a) bearing and distance (m) of line EA b) area of the lot ( in m2 ) and (in hectare) c) DMD (Double Meridian Distance) of line BC d) DPD (Doubel Parallel Distance) of line DE Kindly show a full and detailed solution, thank you!
Work out the following problems regarding points andstations along a profile-level route.A. A turning point along with a profile level route measures126.44m beyond station 8 + 24.50. Determine the stationing ofthis turning point.B. For the illustrated problem given above, determine thestationing of the turning point if it is instead located 83.45mbefore the given reference station.C. Determine the distance between station 33 + 45.02 and station 26 + 62.75.
The following offsets were taken at 20 m intervals from a survey line to an irregularboundary line 0.00, 3.50, 4.30, 6.75, 5.25, 7.50, 8.80, 7.90, 6.40, 4.40, 3.25, 0.00 mCalculate the area enclosed between the survey line, the irregular boundary line, and theoffsets, by:a) the trapezoidal ruleb) simpson’s rule
15. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are both 22o35’. Sides BC and CA are both 45.55m. a. Compute the area of the lot. b. Determine the length of side AB. c. Determine the bearing of side BC if the bearing of side AB is Due West
1. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are both 22o35’. Sides BC and CA are both 45.55m. a) Compute the area of the lot. b) Determine the length of side AB. c) Determine the bearing of side BC if the bearing of side AB is Due West 2. The bearing of Line BC is N 23o45’ W. If the next line CD deflect to the right by 25o34’, determine the bearing of Line CD. 3. The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates.
Given the following data of a closed traverse. Compute the bearing of line DE a. N 56°55’ W b. N 56°55’ E c. N 46°55’ W d. N 52°55’ E
1. The latitude and departure of a traverse line were computed as +45.56m and – 67.78m respectively. Determine its azimuth, bearing, and distance. Azimuth and bearing should be in nearest minute only. 2. The algebraic sum of latitude and departure of a five-sided tract of land are as follows: EL = - 1.45m, ED = + 1.25 m. If the total length of the five sides is 767.89m, a.) Compute the linear error of closure b.) Compute the azimuth of the side of error c.) Determine the precision of the survey
1. Two successive lines AB and BC are part of a perimeter of a traverse. The bearing of line AB is N 30oE. If the computed latitude and departure of line BC are -23.34m and -15.55m respectively, a) Compute the bearing of line BC. b) Determine the deflection angle of line BC 2. The algebraic sum of latitude and departure of a six-sided tract of land are as follows: EL = - 1.35m, ED = + 1.18 m. If the total length of boundary is 455. 56m, determine the precision or relative error of the survey.
Two traverse lines AB and BC with the description: AB = 325.50 m, Due East, BC = 275.45 m, N 57045’ E meets at Sta V which is also at point B. If Sta PC is one fifth away from point B, find the stationing of PT if point A is at 20 + 150 m.
Lot ABCDEFA is a closed traverse in the form of a regular hexagon with each side equal to 100 m. The bearing of AB is N25°E. What is the bearing of BC?