Answered: If A is at station 17+25 and B is at…

Engineering

Civil Engineering

If A is at station 17+25 and B is at station 43+18, what is the distance between the two points?

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter5: Architectural Lines And Text

Section: Chapter Questions

Problem 5.25Q

See similar textbooks

Related questions

Q: Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the…

Q: the safe slope angle (in degree,

A: Given data, A granular soil has a saturated unit weight,γsat =20 kN/m3Effective angle of shearing…

Q: Civil Engineering A and B are two beacons, the coordinates are given below. It is impossible to take…

Q: ... 20. The X and Y coordinates of five stations of closed a travese are given in the accompanying…

Q: Find the coordinates of the centroid of the shaded area shown in Figure 10. a a. X=7.736 in, y=5.075…

Q: The elevation of a point is the vertical distance a. distance from level line b. measured from the…

A: Option C is correct Mean sea level or any selected datum

Q: Why double meridian distance method is useful?

A: Solution: The use of double meridian distance method is to determine the area of closed traverse .…

Q: Given the following coordinates for two points A and B, A (xA 680,50m; yA = 750,40m); B (xB =…

A: A grid bearing is generally a method used to measure in relation to the fixed horizontal reference…

Q: 15-19. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

Q: calculate the total volume if the number of sections=3 and d=2m. The values of the cross-sectional…

A: The given data is: Number of sections=3 d=2 m A1=117.98 m2 A2=276.54 m2 A3=98.43m2

Q: If A is at station 17+25 and B is at station 43+18, What is the distance between the two point?

A: Given: Chainage of point A is 17+25 Chainage of point B is 43+18

Q: What are the methods that are involved in n observing angles or directions of traverse lines?

A: Angles can be measured more accurately than distances. This requires that you always measure the…

Q: If Independent coordinate of point A and B are (60, 70) and (70, 60) respectively, calculate…

A: The latitude (L) of the line is defined as the projection of the line along the north-south…

Q: Triangulation Stations A, B, C, and D have the following observation angle Angle Values ACB 50° BAD…

A: Solution: "None of the options are correct in the above question " The correct value of the angle…

Q: Find the distance between Las Vegas (36° N, 115° W) and Paris, France (49° N, 2° E). Use R = 6366…

A: Answer: Based on the given data, we can use Great circle formula to determine the distance between…

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: Why it is important to check the reference system for the station coordinates?

A: A reference system is no doubt a specification of conventions and numerical constants. The…

Q: Two inaccessible` objects A and B are each viewed from two transit stations C and D, on one side of…

Q: A surveyor is measuring distances in a level yard near a road. A fence post is due north from the…

A: Note: "Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: A surveyor sets up a transit at X which is located at the middle portion of a four sided tract of…

Q: Calculate the area of X (Easting) closed traverse is a Y (Northing)

A: Given Nothing and easting of different points of closed traverse ..

Q: 2. What is the Length of Perimeter Line 1-2 in meters? 3. What is the Length of Perimeter Line 2-3…

A: Length of Line 1-2 = 12.53 m Length of Line 4-5 = 13.60 m Length of line 5-6 = 6.79 m

Q: What is the nominal (theoretical) distance in miles between the following: a) Third guide meridian…

A: a) Number of ranges =24 Distance of each range towards east =6 miles Nominal distance=24×6=144 miles

Q: Tabulate the computed values accordingly. Length, Calculated Bearing LATITUDE DEPARTURE UNE +N -S +E…

Q: surveyor sets up a transit at X which is located at the middle portion of a four sided tract of land…

Q: Compute the area of the traverse data shown by DMD method. LINES 1-2 LATITUDE +60 DEPARTURE -30 2-3…

Q: A surveyor sets up a transit at X which is located at the middle portion of a four sided tract of…

Q: Offsets are lateral measurements made with respect to chain lines measurements parallel and…

A: Offset are the lateral measurement from object to the chain line . They are of two type…

Q: A straight line of length 15 km to be represented on the map (1in-4mile) What will be its length on…

Q: 2) A surveyor sets up a transit at P which is located in the middle portion of a four- sided tract…

A: Find the area of the tract, in square meters.

Q: The line of sight from two stations A and B just grazes the sea level. If the height of A and B…

A: Given: The height of A is 100 m. The height of B is 150 m. The diameter of the earth is 12880 km.

Q: Use the field notes to calculate the latitude from Point LUC-1 to point Crunch. Elevation of Point…

Q: Ada, using a steel tape, measured a certain line that is divided into four segments. Each segment…

A: The four parts of line lengths are 97.702 ± 0.05 m, 57.972±0.06m, 75.98±0.042m, 57.015±0.042m

Q: The correct distance between two point is 220.45m using a 100m tape that is x meter too long the…

A: Given: The correct length is 220.45 m. The length to be laid is 220.406 m. The length of the tape is…

Q: In the figure below, the XX and YY coordinates (in feet) of AA are 2262.01 and 3010.12,…

A: Given Co-ordinates A : ( 2262.01 , 3010.12 ) B : ( 2984.64 , 2801.14 ) C : ( 3747.56 , 3027.06 )…

Q: The 180° meridian coincides roughly with the International date line. O True O False

A: Step: 1 Meridian: - It is defined as a line which joins North Pole to South Pole from a particular…

Q: 1. Convert the following angles to sexagesimal: a. 46.4527% b. 0.23 T

Q: 1. Geographic coordinates of a given point on a spheroid is expressed as latitude and longitude. At…

Q: Compute the UTM zone number and letter of the following geographic coordinates 1. 22°33′48.77"N,…

A: Given Data:Coordinates:1. 22°33'48.77''N, 53°29'15.33''E(39Q)(2). 27°11.067'N, 27°14.483'E…

Q: Describe the working of GPS?

A: A satellite-based navigation system such as the Global Positioning System (GPS) is made up of 24…

Q: From the tabulation below, determine the missing data of the line of a closed traverse. LINE BEARING…

A: Bearing and length of closed traverse have been given in tabulated form and it has been asked to…

Q: Triangulation Stations A, B, C, and D have the following observation angles. Angle Values ACB 50°…

Q: Angle to the right of line DE=?

A: Data Available: ∠EAB = 118°30'∠DEA = 140°50' Asked: Angle to the right of line DE

Q: ) To measure the distance across a wide river surveyors use a technique of measuring angles to a…

A: To find width of river

Q: 15. You are to lay out two points that are exactly 200.000 m apart. Field conditions indicate that…

A: Metal tapes do not change and are only suitable for standard areas. It may easily glow when exposed…

Q: Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the…

A: Given data: Line Length Azimuth from south AB 269.900 m unknown BC unknown 75°00’ CD…

Q: 4. Lines of levels to establish the elevation of a point are run over four different routes. The…

A: The value of any quantity which is to determine from a series of observations & more likely to…

Q: 25. If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes…

Q: A surveyor is surveying a piece of land records the following information. The land is a triangular…

A: Solution- a-b = 2.3 kma-c = 6.2 kmFrom Cosine FormulaCosθ = ab2+ac2-x22.(ab)(ac)θ= 72°Cos 72…

Concept explainers

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

If A is at station 17+25 and B is at station 43+18, what is the distance between the two points?

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

SURVEYING If A is at station 17+25 and B is at station 43+18, What is the distance between the two point?
If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in WCB. The surveyor then recorded the location of Line AC to be 280 degrees 15 minutes in WCB. The length of AB is 530.68 meters and Length of AC is 275.45 meters. What is the angle between Lines AB and AC?
Two inaccessible` objects A and B are each viewed from two transit stations C and D, on one side of AB, with station C nearest object A. At station C, angle ACB was measured as 93 degrees while angle ACD equals 126 degrees. Distance CD is equal to 675m. The transit was moved to station D and angles ADC and CDB were measured as 24deg, 45min and 104deg, respectively. What is the distance between the inaccessible objects?
A plot is defined by the points A, B, C, D, E, F and G which coordinates are tabulated below. It is required to calculate: 1- The area of the whole plot, 2- The Azimuth to the direction FG 3- The Azimuth to the direction GF
What is the elevation at station BMb? A. 127 B. 127.45 C. 123.1 D. 124.13 E. 124.77
If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in WCB. The surveyor then recorded the location of Line AC to be 280 degrees 15 minutes in WCB. The length of AB is 530.68 meters and Length of AC is 275.45 meters. What is the angle of Line AC expressed in RB?
Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long. From each end of the line an object C on the opposite bank is sighted. The angles which the line of sight makes with the base line are 62°5'18" and 81°34'42" respectively. Find the width of the river. a. 468.94 m b. 885.23 m c. 894.88 m d. not included on the list e. 1001.77 m
Determine the horizontal distance between two points A and B whose elevations above datum are hA = 1840 ft and hB = 1425 ft and whose images a and b on a vertical photograph have photo coordinates xa = 2.95 in., ya = 2.32 in., xb = -1.64 in., and yb = -2.66 in. The camera focal length was 152.4 mm and the flying height above datum 7900 ft . Express your answer in feet to four significant figures.
The correct distance between two point is 220.45m using a 100m tape that is x meter too long the length to be laid out on the ground should be 220.406m. What is the value of x?
A surveyor is measuring distances in a level yard near a road. A fence post is due north from the surveyor and is 18.0 m away from him. A street sign is to the right of the fence post from the surveyor's view and is a distance of 24.6 m from him. The surveyor measures the angle between the fence post and the street sign to be 22.2°. (a) What is the distance (in m) between the fence post and the street sign? (b) What is the angle (in degrees) between the surveyor and the street sign, as measured from the position of the fence post? Hint: Draw a top-down view of the situation. (c) What is the angle (in degrees) between the surveyor and the fence post, as measured from the position of the street sign? (d) An astronomer measures the angle between two stars in the sky to be 22.2° apart. The distance from Earth to Star A is 18.0 ly. The distance from Earth to star B, which appears to the right of star A, is 24.6 ly. Imagine an alien living on a planet orbiting star A. From the…
Compute the UTM zone number and letter of the following geographic coordinates 1. 22°33′48.77"N, 53°29′15.33″E (39 Q) 2. 27° 11.067'N, 27° 14.483'E (35 R) 3. 13° 58.180'S, 26° 26.040'E (35 L) 4. 5°49'29.89"S, 65°56'23.42"W (20 M) 5. 42.332306° N, 106.211882° W (13 T)
23. If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in WCB. The surveyor then recorded the location of Line AC to be 280 degrees 15 minutes in WCB. The length of AB is 530.68 meters and Length of AC is 275.45 meters. What is the length of the third line, Line BC?