What are the geocentric coordinates in meters of a station which has a latitude of 48°22′37.79300" N, longitude of 118° 42'52.92539" W, and height of 296.855 m? Express your answers, separated by commas, to three decimal places. (XA, YA, ZA) -( Submit Request Answer AXO vec ? ) m, m, m

Q: If Ø=0.987643 rad. Find Ø in * degrees 35° 25' 25" O 56° 35' 16" O 65° 25' 13" O 45° 42' 16" O 54°…

A: Option b) is correct

Q: MAKE 1 PROBLEM (QUESTION AND SOLUTION) REGARDING HORIZONTAL AND VERTICAL ANGLES IN THE FUNDAMENTALS…

A: Two numerical one based on WCB angle and other on elevation angle

Q: B.S I.S Fos H.I .34 |.33 0,95 1.319 -139 |.५৪ \-33 | :37

A:

Q: 5. Point P1 has coordinates N 5000.000 E 6000.000 Point P2 has coordinates N 5100.000 E 5800.000…

A: Note:- We are not allowed to provide handwritten solutions. Given:- The coordinates of point P1 = N…

Q: The following data were obtained by stadia observation: zenith angle = 81° 50', s = 2.50 ft. The…

A:

Q: Explain how to locate contour lines by interpolation. Explain each

A: Contour lines by interpolation:

Q: LINE LENGTH (m) AZIMUTH FROM NORTH AB 233.10 122°30' ВС 242.05 85°15' CD 191.50 20°00' DE unknown…

A:

Q: 16. A student was asked to make a 345.43-m long line using a 25-m tape that is 0.0021 m too long.…

A: Please all given questions we are told to solve only question number 16 to question number 18 Please…

Q: Unadjusted Preliminary Station Azimuths/ Bearings Length Departure Latitude 075 33' 01" 125.744…

A: Column no.     1     2        3        4          5          6        7        8 Station  Azimuth…

Q: A distance of 300 m is to be laid-out using a tape having an incorrect length of 29.98 m. How much…

A: Given, Distance to be measured, say D = 300 m Actual/incorrect length of tape, L' = 29.98 m   To…

Q: 2)Given the following set of stadia level notes. BACKSIGHT VERTICAL ANGLE ROD RDG INTERVAL (O15°45…

A: The formula to calculate the instrument height at station A is given by:height of instrument ,…

Q: Kindly answer this, this is in the surveying subject. Thankyou in advance have a nice day! (your…

A: BENCH MARK: For developing a topographic or contour map, the details and data collected by the…

Q: Complete the table below. STATION BM1 A B C D E F BM2 BS 1.548 1.423 2.522 2.883 2.779 1.272 Highest…

A: Given Data: To Determine: Highest elevation of line of sight. Station with highest elevation Lowest…

Q: Copy the table and find the missing data. Use two (2) decimal places. LINE LATITUDE DEPARTURE DMD 2A…

A:

Q: AI- Departure W Latitude Line E AB ВС 65 80 CD 80 20 DE 35 95 EA 65 50 Find the (+VE) area of the…

A:

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: Light V 20 В U Dv A Given losed traverse in which the length of DE and the bearing E BF have not…

A:

Q: Calculate the error of closure for the given lot. (Use 3 decimal place for latitude and departure.)…

A:

Q: Q1/A/ What is the Surveying? Write down the steps for working on a survey works. B/ Mention the…

A: Surveying is a branch of civil engineering and the steps involved in the work of the survey of the…

Q: Yuemo Point B-S 5-S1 [S 1.165 A 13 C D 6 1.598 1.12.5 1250 1.150 097 H-I/Ele 150m

A:

Q: 450 45' 10" to decimal degrees, 5 decimals. 80.85527 to degrees minutes seconds, O decimals. 2802…

A:

Q: Given in the accompanying tabulation are the adjusted latitudes and adjusted departures of a parcel…

A: Find bearing of dividing line FC  Area of CDEF

Q: Find the missing data and complete the table below. DIST (m) 23.324 27.459 ? LINE AB BC CD CD DE EF…

A:

Q: Line Length Azimuth from South AB 867.460 m 284°12’ BC 1272.410 m 15°18’ CD Unknown…

A: Answer We can determine the unknowns of closed traverse using the Latitudes and Departures of line…

Q: A closed traverse has the following data: Line AB BC CD DA Length (m) Bearing 83.07 160.33 58.15…

A:

Q: Below is a transit and tape survey notes of a lot. Compute the error of deflection angle Station 1 2…

A:

Q: The coordinates of traverse stations of a closed traverse ABCDE are given below Station X (m) A 0 B…

A:

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: 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: Problem 26.5 Two level sections of 40-m stations with center heights of 1.32 and 1.59 m in cut, base…

A:

Q: Given the following information Course AB BC CD DE EA Azimuth N 60°00' W 300°00' S 40° 38' W 220°…

A:

Q: The following Table shows the field measurements of four angles of traverse. Using the table-…

A:

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A:

Q: 7. ERROR OF CLOSURE. Given the following tabulated data for two transit-tape surveys: LATITUDE…

A:

Q: Example 02: By using a level and staff for observed reading of points (A, B, C, D, E, F and G) to…

A:

Q: Example 5: The followings are the F.B. of lines. Calculate their B.B. (1) AB N 18° 0' E 1 (2) BC S…

A:

Q: Please answer only if you really know it.

A:

Q: What is the horizontal distance meg sured in meters ? [NOTE :) AN VWER 3 DE CIM AL EXPRESS YOUR UPTO…

A: To find horizontal distance

Q: By a tape, the nominal length 30m and the actual length 30.003m, the boundaries of a building are to…

A:

Q: Can you please explain how this is calulated?

A:

Q: Complete the table below. LINE LAT (m) DEP (m) DMD DA LO 20.000 13.000 ov |-20.000| 32.000 VE…

A: LINE LAT DEP DMD DA LO 20 13 13 260 OV -20 32 58 -1160 VE -10 14.469 104.469 -1044.69 EL 10…

Q: 18. In Question 16, in analyzing the triangle formed by the closing line and the two courses with…

A:

Q: Provide. rchecks.

A:

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.