Offsets were taken 9m apart in the following order; 2m, 3.2m, 4m, 3.5m, 5m, 6m, 7m. Determine the area bounded by these offsets using; 14. Trapezoidal rule 15. Simpson's one third rule 16. Simpson's one eight rule 17. Compute the difference between one third rule and trapezoidal rule

Offsets were taken 9m apart in the following order; 2m, 3.2m, 4m, 3.5m, 5m, 6m, 7m. Determine the area bounded by these offsets using; 14. Trapezoidal rule 15. Simpson's one third rule 16. Simpson's one eight rule 17. Compute the difference between one third rule and trapezoidal rule

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: What is meant by angle misclosure?

A: Misclosure The situation, where the last during a series of linked traverse lines fails to hitch up…

Q: What are the common mistakes that are made in kinematic surveys?

A: Kinematic surveys require two receivers recording observations or data at the same time. It is also…

Q: Geodetic survey is different from surveying because of plane

A: There are two type of surveying : Plane surveying Geodetic surveying Plane surveying is a type of…

Q: What is leveling and what are its uses in the field of survey?

Q: Question 1 Table1 shows the summary of a closed loop traverse carried out in campus by a group of…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: The best surveying technique to be applied to construct a road through a thick forest

A: The best surveying technique to be applied to construct a road through a thick forest is…

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: Steps that could help make surveying fieldwork easier (closed compass traverse)

A: Field work Field work is used in almost all the types of surveys so it is important learn tips…

Q: Subject : Fundamentals of surveying Question: A reference line along which the magnetic declination…

A: Answer: Agonic line More Explanation is in next step.

Q: Q.1 As a survey engineer ,when survey by tape is done in irregular field and then by using autocad…

A: 1. Area calculation procedure: (Note: The following steps are given to calculate area using autocad…

Q: Questions 1. Describe how you would range a survey line between two stations which are not inter…

A: surveying : Surveying is the process of identifying the relative position of various features on,…

Q: (ii) Elevation of station Q & R (c) What do you understand by contouring? Discuss the…

A: Contouring in surveying is that the determination of elevation of assorted points on the bottom and…

Q: 1) State the uses of the following: (Hand Level, Topographic Maps)

A: Ans(1) Hand Level - A hand level is a tool which is used for rough leveling and not precision. It…

Q: Using a 30-m tape that is 0.05m too long, the laid-out distance from X to Y is 140.42m. What is the…

A: Let's say nominal length of the tape L = 30m Actual length of the tape L' = (30+0.05) = 30.05 m…

Q: compare the function and uses of the following surveying equipments: transit, level, geodimeter,…

A: Transit: It is a piece of the surveying equipment that is generally used to measure the horizontal…

Q: You have completed the leveling of a centerline project in the field and now you must plot the…

Q: What are the disadvantages of Pseudokinematics surveys?

A: Disadvantages : 1. The secret to accurate Pseudokinematics device positioning is to measure the…

Q: A site has some overhead obstructions that are over 10° in altitude. What steps should occur in…

A: Site surveyors inspect the area of a proposed construction project. They gather information for a…

Q: sources of errors and mistakes in Leveling?

A: The difference between error and mistake is in the context that they are used in. A mistake id…

Q: What is the purpose of Differential Leveling Surveying in our lives? And how Differential Leveling…

A: This Question Is related to Surveying. There are different types of levelling , but Most commonly…

Q: Which two used surveying instruments were commonly for making angle observations?

A: Solution: The two instrument that are used in the surveying instrument for making angle observation…

Q: Control surveying is referred to as the determination of the precise position of a number of…

A: There are some points on the ground whose position and location is known and are used as reference…

Q: Question # 2 The following bearings were taken in traversing with a compass in a place where local…

Q: How to determine the orientation of guided bearings ?

A: Answer For determining the orientation of the guided bearing First we should analyze the movement of…

Q: Q. What is mean by traverse surveying? How does it differ from chain surveying? Distinguish…

A: surveyingAccording to the definition of surveying is the technique by which we can find the relative…

Q: How is a total station used in modern surveying?

A: A total station is a sophisticated surveying instrument that integrates the capabilities of an…

Q: The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates…

A: CourseLengthBearingAB403.73N 8o17'02"EBC622.63N 87o02'05"ECD653.16S14o47'06"WDA550.84N 68o43'20"W

Q: How does GPS technology enhance the efficiency of utility mapping in landscapes? Please explain in…

A: Enhancing Efficiency of Utility Mapping with GPS TechnologyGPS (Global Positioning System)…

Q: My course subject is Fundamentals of Surveying. Please help me answer this one, Thank you so much!…

A: To find Correction in the Traverse and compute the corrected fore and back bearings.

Q: why use photogrammetry over traditional surveying? what are its advantages and disadvantages? 2.…

Q: List out the errors that may occur during our traversing fieldwork and explain how we are going to…

A: The errors in traversing are: 1: Linear 2: Angular Linear errors are due to imperfections that…

Q: Level Tellurometer Total Statio

A: In simple words, Level : In order to survey any site you need to arrange your instrument such that…

Q: What are the major sources of error in a GPS pseudo-range?

A: The Global Positioning System (GPS) has now been utilized for a number of purposes, including ground…

Q: What are the main components of a total station instrument, and how are they used in surveying?

A: A total station is a modern surveying instrument that combines electronic theodolite (a device for…

Q: One of the work stages in tacheometric survey is Oa All answers Ob Study of the area on old maps O…

A: Tacheometric survey- In the field of surveying known as tacheometry, horizontal and vertical…

Q: Regarding the purported rule of "keep foresights short and backsights long" when creating a survey…

A: Foresight: It is the staff reading which is taken before changing the survey instrument to the new…

Q: what was the error in 30 meter

A: Solution: Givendata, distance between two station with 20 m chain D'= 1500 m distance between two…

Concept explainers

Professional survey

A professional survey is a systematic questionnaire that the target audience fills out online, usually by filling out google forms. Professional surveys can vary in length and format. The data is stored on a website and the testing tool usually provides a certain level of data analysis in addition to a professional expert review. Several professional online survey softwares are present worldwide like, SoGoSurvey, SurveyGizmo, SurveyMonkey, Qualtrics, and so on.

Question

“Answer this fundamentals of surveying question”

Situation 4:
Offsets were taken 9m apart in the following order; 2m, 3.2m, 4m, 3.5m, 5m, 6m, 7m. Determine
the area bounded by these offsets using;
14. Trapezoidal rule
15. Simpson's one third rule
16. Simpson's one eight rule
17. Compute the difference between one third rule and trapezoidal rule

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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

Explain the concept of leveling and its importance in surveying ?
Differentiate GPS differencing techniques, Single differencing, Double differencing, and Triple differencing.
What is a Tachymetric survey? and what are the main purposes of tachymetricsurveys? Is it beneficial for today's surveying practice?.
13. A surveyor needs to determine the coordinate of an inaccessible location, point C. Setting up on point A, they sight point B (due east of point A) and set 0 on their total station. The measured distance between A and B is 400 m. The surveyor points the total station at point C (north of point B and east of point A) and reads an angle to the right of 340°20'15". Given that the UTM coordinate of point A is 680100.455 mE, 4912081.750 mN (UTM 17T, NAD83) what are the coordinates of points B and C?
SurveyingDraw also the figure
Explain the concept of geometric correction in aerial surveying?
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD Course AB Bearing N8°17'02”E N87°02′05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 DA 550.84 Part A Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. Dep AB, DeP BC, DepCD, DEPDA = Submit Part B Request Answer Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Lat AB, Lat BC, LatCD, LatDA = E| ΑΣΦΑΛΙ vec Submit Request Answer —| ΑΣΦ.Η. vec ? ? ft ft Review
What is the concept of Tacheometric survey?
Discuss briefly the advantages of plane table survey.
What is the type of survey in which the curvature of the earth is disregarded? a. Geodetic survey b. PLane survey c. Photogrammetric survey o d. Aerial survey
PLANE SURVEYING SU1200 ASSIGNMENT # 2 se appropriate significant figures in your answers! A surveyor paces a 60 m length four times with the following results: 74, 75, 76, 75.5 paces. How many paces, rounded to the nearest full pace, will be necessary for this surveyor to pace a distance of 200 m? A surveyor has determined that the side AC (hypotenuse) of a right triangle (right angle at corner B) has a length of 234.330-m and that the angle at corner A is 38°17'. Determine the lengths of the other two sides of the triangle. The three sides of a right triangle are 60, 80, and 100-m. Determine the magnitude of the interior angles to the nearest degree. The angles at the corners of a triangular field are 32°, 58°, and 90°, and the hypotenus