A parcel of land is to be subdivide into parts and the Engineer got this data below. Calculate the larger area by dividing this parcel of land into two parts by a line between two paints (D and A). Hint: Use balance/adjusted measurement before partition. Line Length (m) Bearing AB 177.212 N 37.984° BC 44.547 S 55.113 CD 188.647 S 7.651° DE 42.934 48.171° EA 120.873 N 20.642 la

A parcel of land is to be subdivide into parts and the Engineer got this data below. Calculate the larger area by dividing this parcel of land into two parts by a line between two paints (D and A). Hint: Use balance/adjusted measurement before partition. Line Length (m) Bearing AB 177.212 N 37.984° BC 44.547 S 55.113 CD 188.647 S 7.651° DE 42.934 48.171° EA 120.873 N 20.642 la

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: Convert 6.76538 rad to DMS to the nearest second. In your answer, separate each unit by a comma and…

A: DMS: Degree minute second We know 2 π radian is equal to 360 degree And 1 degree equals 60 min And 1…

Q: Point A B Northing (ft) 2034.000 1652.332 C 1455.512 D 1293.631 E 1209.869 F 1332.100 A 2034.000…

A: Given: Point Northing(y), ft Easting(x), ft A 2034 1829.593 B 1652.332 1597.877 C 1455.512…

Q: Figure 5 $75 15'E 708.35 m Unknown $86 35 W 607.66 m 301.08 m Determine: Length of Line DE Bearing…

A: To Determine: Length of Line DE Bearing of Line FA To Draw the new traverse showing a new cut line…

Q: Compute the missing side AB. (Type your answer using 2 decimal places, numerical value only, no need…

A: A closed traverse ABCDA is given in which the bearing of all lines are given and distances of line…

Q: Q.2. Please calculate the elevations of every station given in the table and show the arithmetic…

A: It is required to determine the height of instrument. It is required to determine the elevation.

Q: A rectangular lot was being measured using a 30-m metallic tape which was 6 mm too long. The…

Q: Determine the area bounded by a straight road and an irregular boundary using the data given below:…

Q: Q1: The reading obtained being as shown below, calculate the elevations (R.L) of all points, and…

A: To find elevation of all points

Q: Question 2 Compute the area (in acres) of the irregular tracts of land. (all distances are in feet)…

Q: Given the close traverse data below, Calculate the larger area by dividing this parcel of land into…

A: To Determine DA (double area) of lat and dep DMD Total DA Area of the larger part.

Q: Situation 2] A surveyor was tasked to cut off a required area by a line through a given point. In…

Q: A-Figure (1) shown the dividing a tract of land into two parts by a line between two Given the data…

A: Lattitude is measured in N-S direction Departure is measured in E-W direction Lets take A as…

Q: Situation 5] The base and altitude of a triangular lot were measured with certain estimated probable…

A: This question is related to the Errors from Surveying Engineering. In this question we calculate…

Q: Show complete solution. Round off answers to 2 decimal places. Do not forget to include the units.…

Q: Given the table below, compute the area of the traverse by coordinates method. Traverse 6 A B с D E…

A: Given Data: Traverse 6 X-Coordinate Y-Coordinate A 0.00 0.00 B 20.00 35.00 C 35.00 20.00…

Q: N -N=4664.12 E=3348.36 -N=4353.35 E=3031.96 2 -N=4097.11 E=3533.84

A: The coordinates of station 1 =x1,y1=3348.36,4664.12 The coordinates of station 2…

Q: From the given tract of land having the following data: LINES LATITUDE DEPARTURE А-B +40 -80 В-С +80…

A: The given values are as follow, To Determine ,The DMD of line AB The double area of the lot

Q: Situation 1]A private parcel was surveyed prior to the construction of a proposed fabrication plant.…

Q: A plot is defined by the points A, B, C, D, E, F and G which coordinates are tabulated below. It is…

Q: Determine the area bounded by a straight road and an irregular boundary using the data given below:…

A: The best method applicable for area of irregular boundaries is simpson one third method. Below is…

Q: Fundamentals of Computation - Set K Practice Problem No. 3 Dutermine the interior angles of the…

A: Given data:

Q: Q1: The reading obtained being as shown below, calculate the elevations (R.L) of all points, an…

Q: omplete the earth work calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9…

Q: Based on the following figure determine the coordinates (on the x, y axes) of the centroid of the…

Q: Distance coordinates Sexagesimal angle Est. Observ. course Point (m) North East K N S 85°30'W 100.00…

A: Est Observer Point Dist. (m) Sexagesimal Angle Course Departure L x Sin(Sexagesimal Angle) Latitude…

Q: Compute the area (square meters) of the given lot using DMD. LINES BEARING DISTANCE (m) S 75°58' E S…

Q: Q1: The reading obtained being as shown below, calculate the elevations (R.L) of all points, and…

A: Formulas used: HI=RL+BS RL=HI-FS or IS

Q: *Show complete formulas and solutions. *Round off to 3 decimal places for lengths. *Angles must be…

Q: Line MN, 25Em long, was paced five times by the surveyor and recorded as follows: Trial No. Distance…

Q: 3. COMPUTE THE MISSING LENGTHS OF TWO SIDES Latitude Departure Line Bearing Distance N (+) S(-) E…

A: The Values in Positive x- Direction are Eastings. -ve X-directions as Westings+ve Y-Direction as…

Q: Balance the interior angles of the parcel shown below.

Q: Given the table below, compute the area of the traverse by coordinates method. Traverse x-coor A…

Q: NOTES: Study example of cases: 1. :Dividing a tract of land into two parts by a line between two…

Q: two parts by a line through A with a bearing of N 75° 30' E. LATITUDE (m) DEPARTURE (m) 47.27 LINE…

A: To Determine Area of the tract ABCDPA in Hectares.

Q: QI/ the following offsets are taken from a survey line to a curved boundary line ?find the area…

A: Given:- Distance Offset 0 2.5 5 3.8 10 4.6 15 5.2 20 6.1 30 4.7 40 5.8 60 3.9…

Q: Provide. rchecks.

Q: Activity: Area of Cyclic Quadrilateral Show the complete solution. Determine the area of Lot No. 14…

Q: The sides of a rectangular tract were measured as 82,397 im and 66.132 m with a 30 m metallic tape…

Q: 22.) Line MN, 251m long, was paced five times by the surveyor and recorded as follows: Trial No.…

Q: The following values are determined after measuring a line thru series of tape measurements are were…

A: FIND MEAN:x=750.37+ 750.43+ 750.41+750.5+ 750.42 + 750.39.6x=750.42

Concept explainers

Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.

Question

100%

A parcel of land is to be subdivide into parts and the Engineer got this data below. Calculate the larger
area by dividing this parcel of land into two parts by a line between two paints (D and A). Hint Use
balance/adjusted measurement before partition.
Line
Length (m)
Bearing
AB
177.212
N 37.984°
BC
44.547
S 55.113°
CD
188.647
S 7.651°
DE
42.934
S 48.171°
EA
120.873
N 20.642 a

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

Step 2

Step 3

Step 4

Step 5

Step 6

Step by step

Solved in 6 steps with 6 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 side of a square land was measured as 150 m and is in error by 0.05 m. What is the corresponding error in the computed area of the land? A 5m² WRONG B C 10 m² D 15 m² CORRECT 20 m²
Q1The table below contains the cross- sections Areas of road Calculate the volumes of the earth work Distance(m) 0 30 60 120 180 Areas (m?) 48.000 37.500 25.345 13.854 14.145 Q2The areas within the contour lines at the site as follows: Calculate the volume of water between them Contour m 90 88 86 84 82 80 78 Areas m? 476O 4310 3770 2960 2190 1640 8400 *
From the given parcel of the land if the field notes shown. Sketch and solve for the missing lenght D-E and E-A. Solve for the depature, latitude, DMD and DA of every line.
In the value of data shown: Take X = 621.22 What is the value of LEC?
solve question 1 with explanation asap and get multiple upvotes
solve question 2 with explanation asap and get multiple upvotes
Compute the area using Double meridian diatance or triangulation Length (meters) Com. Com.Dep Bearing Latitude N S(-) Line arture E W(-) N 5° 30' E N 46° 02' E S 67° 38 'E S12° 25 'E S 83° 44'W N 55° 09'W АВ 495.85 BC 850.62 CD 855.45 DE 1020.87 EF 1117.26 FA 660.08 Total 5000.13
Prob.11. The following offsets are taken from a survey line to a curved boundary line – Distance (m) Offset (m) Find the area between the survey line, the curved boundary line, and the first and the last offsets by – Simpsons rule 10 15 20 30 40 60 80 5 3.50 4.80 5.60 6.20 7.10 5.70 6.80 4.90 3.20
handwritten sol need asap
Convert 48 15' 26" to centesimal units O 43.4315 O 53.6191 O 31.2254 O 56.8024