A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in асres. BEARINGS N53' 27'E S 66° 54'E S 29'08' W N 52°00' W LINES DISTANCES (m) AB 59.82 вс 70.38 76.62 CD DA 95.75

A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in асres. BEARINGS N53' 27'E S 66° 54'E S 29'08' W N 52°00' W LINES DISTANCES (m) AB 59.82 вс 70.38 76.62 CD DA 95.75

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: Part 3 of the question

Q: Could you show the calculations for the table

A: The discharge through the section = Q = 100, 150, 200, and 250 cfs The slope of the section = S =…

Q: What are GPS receivers used for, and why are they included in mobile devices such as smartphones?

A: Given: GPS

Q: Write in your one word three sentences of the term hydrology

A: Hydrology:- In Civil Engineering, the term hydrology is treated as the branch of engineering which…

Q: 4.6 The stresses induced at a critical point in a machine component made of steel 45C8 (S, = 380…

A: Step 1

Q: SITUATION 1 Shown below is a floor plan of an office, balcony and storage at the second floor level…

A: Civil engineers use the term "live load" to describe loads that can change over time. When people…

Q: Prepare a detailed report on Peshawar Bus Rapid Transit (BRT) Project. Who built BRT Peshawar? How…

A: BRT is the Bus Rapid Transit system developed for the mass public transportation. It provides for an…

Q: Why is it important to list emergency information?

A: - During construction project, there are low high chances of any failure or fatalities to anyone…

Q: 8.2 As a car gets heavier, greater friction losses in wheels, and because more kinetic energ is…

A: Given data: Automobile mass (lbm) Fuel consumption (mi/gal) 2534 24.3 3023 15.9…

Q: What is the role of humans in a manual manufacturing process? O A. strictly supervisory O B.…

A: Manual manufacturing process involves the full involvement and functioning of the machinery.

Q: How is the Unabsorbed home office overhead computed?

A: HOOH (Home Office Overhead) is usually delineated as company prices incurred by the contractor for…

Q: How does backwashing a filter in water treatment cause head loss. Please explain

A: Backwashing a filter in water treatment causes head loss due to the rearrangement of filter media.…

Q: Why is it important to have the arrival date and departure date? Why is it important to enter an…

A: The date at which one is expected to enter a hotel is known as arrival date and teh date at which…

Q: The symbol cfs in plumbing, is the . abbreviation of : colored fixture sink

A: Given the symbol cfs in plumbing is the abbreviation of colored fixtures sink. Cfs stands for Cubic…

Question

100%

Please answer step by step :)

A parcel of land has been surveyed in the field and the lengths and bearings of the
various sides are shown:
a. Compute the error of closure for the traverse.
b. Compute the precision of linear measurement.
Determine the included area (using DPD method) within the traverse in
асres.
BEARINGS
N53' 27'E
S 66° 54'E
S 29'08' W
N 52°00' W
LINES
DISTANCES (m)
AB
59.82
вс
70.38
76.62
CD
DA
95.75

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

Stresses in saturated soil without seepage

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 parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in асres. BEARINGS N53' 27'E S 66° 54'E S 29'08' W N 52°00' W LINES DISTANCES (m) AB 59.82 вс 70.38 76.62 CD DA 95.75
Elementary Surveying Instructions: Please show complete solutions. Problem: Answer #4, Compute a and b.
Elem. Surveying
3. Given the following three wire leveling notes: Station Backsight Stadia BM1 Foresight Stadia Elevation 425.00 1.152 1.117 0.935 0.899 0.718 0.662 TP1 2.784 1.904 2.420 1.537 2.057 1.172 ТР2 2.591 2.210 2.094 1.714 1.599 1.218 BM2 a. Find the difference in elevation of TP2 and BM1, b. Find the elevation of BM2
Elementary Surveying Instructions: Please show complete solutions. Problem: Answer #3, Compute a, b, and c.
Fundamentals of Surveying problem:
From the following traverse. Compute the area enclosed by the traverse. Line Bearing Distance N 48.5 1-2 81 m deg W N 77 66 m 2-3 deg E S 55 94 m 3-4 deg W 4-1 O 1729 sq.m. O 3570 sq.m. 2840 sq.m. 1786 sq.m.
S LINEAR ERROR OF CLOSURE N Problem 2: W E U For the given data of a transit-tape survey. S 1. Determine the latitudes and departures of the lines. 2. Determine the linear error of closure. 3. Determine the bearing of the line of the side error. V 4. Determine the relative precision. LINE LENGTH (m) BEARING LATITUDE DEPARTURE +N -S +E -W Y AB 495.85 N 05°30'E BC 850.62 N 46°02'E CD 855.45 S 67°38'E DE 1020.87 S 12°25'E EF 1117.26 S 83°44'W FA 660.08 N 55°09'W Total ΣNL ΣSL ΣED EWD 3 RVE
Three triangulation stations A, C and E are points on the shore whose position were observed from X. The angles were measured using a sextant from the boat at X to the three triangulation stations. The following data were recorded during the survey procedure: Distance AC = 700m Distance CE = 680m Angle ACE = 148o Angle AXC = 45o Angle CXE = 35o Angle CAX = 70o a.) Compute the angle CEX. b.) Compute the distance AX. c.) Compute the distance XE.
1. To obtain the perimeter of the land bounded by ABCD, following distance measurements were obtained with 95th percentile standard error. All measurements and errors are in meters. Section Distance (195th percentile standard error) 40.50 (± 0.020) 25.50 (+0.015) 45.50 (± 0.020) 55.00 (± 0.025) AB BC CD DA Estimate; (1) (ii) (iii) Confidence z value Level 50% 90% 95% Perimeter of the land, 95th standard error of the perimeter, Standard deviation of the perimeter 99% 0.6745 1.6449 1.9599 2.576 A B D C
The readings given in the table below were recorded in a levelling operation from points 1 to 10. Fine the reduce levels by the height of instrument method and apply appropriate checks. The point 10 i a bench mark having elevation of 66.374 m. Determine the loop closure. Station Chainage (m) B.S. I.S. F.S. Remarks 1 0.597 B.M. = 68.233 m %3D 20 2.587 3.132 С.Р. 3 40 1.565 4 60 1.911 5 80 0.376 6 100 2.244 1.522 С.Р. 7 120 3.771 8 140 1.334 1.985 C.P 160 0.601 10 180 2.002
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. kindly please be accurate with the solution. thank you