Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths of sides are 92.69 m, 119.23 m, 92.64 m, 42.96 m, and 60.96 m? O a. a. 1/765.445 O b. 1/756.445 O c. 1/766.445 O d. 1/746.445

Q: Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 Point B N…

A: Given values: Point A: N 1147.8000  E 710.4700 Point B: N 1489.1700  E 138.5700

Q: Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. S3 79.0g S1 111.7715g 144.3233g s2 E…

A: Step 1

Q: X is a point having an elevation of 756.32 m above the datum. Point Y and Z are of unknown…

A: Given:

Q: emperature when this system was assembled was 74F, what would be the stress in a temperature of 4OF?…

A: According to given data  The assembly below will be used for each problem Lengths, diameters, and…

Q: Find the area A under the graph of y = x² + 1 and the x - axis on the interval [-2, 2]. Select one:…

A: The area under the graph is:

Q: LENGTH LINE BEARING in meters AB 82.62 S60°43'E BC 111.41 N52 41'W CD 100.66 S71°43'W DE 62.97…

A:

Q: 17+55m Eld

A: From above given problem:  1)Types of traverse based on shape:       a) open traverse      b) closed…

Q: Calculate: Radius of Curve Chainage of A and B Set out curve by Rankine method

A: angle AOI=φ2=20° In triangle AOIcos20°=R/OI0.9397=R/300R=282ft.

Q: UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF…

A:

Q: From point "O", point "B" bears N12 28'01"E, and point "A" bears S 04°22'00" E. is the angle BOA…

A:

Q: HI PLEASE HELP CAN YOU HELP ME WRITE CONCLUSION (ATTACHED PHOTO ARE THE DATA AND RESULTS). ITS ABOUT…

A:

Q: 345 67 89 1o I1 2 200 b00 Find Pot Fil_assumeis87

A: Note: Hi! Thank you for the question as per the honour code, we’ll answer the first question since…

Q: The following consecutive reading were taken with a level and 4m leveling staff ground at common…

A: Common interval = 30 mElevation of point A = 220.50 mTo calc:1) Reduced levels of points given2)…

Q: Adjust the given traverse busing the Transit Rule.  Express all values up to 3 decimal places if…

A: Data given: Line Distance Latitude Departure KL 55 18.057 -51.951 LM 48 19.651 43.793 MN 36…

Q: 25. CLOSED COMPASS TRAVERSE. The following are the observed lengths and magnetic bearings of a…

A: Step : 1 Compass traverse :- It is one of the types of surveying where we use magnetic compass and…

Q: Observed Bearings Length (m) Computed Internal Adjusted Values Line Forward Вack Sta Cor Interior…

A:

Q: 20 N Given the space force below, what is the angle that it makes with the +z-axis? 8 N 10 N O A.…

A: To find angle with z axis

Q: CCURSE DISTANCE (m) 496 REARING COURSE DISTANCE (T) 1021 1118 661 REARTNG S 12°25' E S 83°44' x N…

A: COURSE DISTANCE (m) BEARING AB 496 N05°30'E BC 851 N46°02'E CD 856 S67°38'E DE 1021 S12°25'E…

Q: Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude…

A: We know that, The linear error of closure- E=√((ΣLAT)^2+(ΣDEP)^2 )   By Compass Rule-…

Q: Adjusted Values Corr Interior Angle Observed Bearings Length (m) Computed Sta Internal Angle Line…

A:

Q: Given the table calcula.e the following: A) Length of the closing line selected in the figure B)…

A:

Q: view 20mm 30mm 60mm 76.00 mm B 60.00 mm 69.00 mm D 26.00 mm 46.00 mm F 56.00 mm 66.00 mm

A:

Q: A. OMITTED MEASUREMENT - CASE 2. Complete the table. LINE LENGTH, m АВ BEARING LATITUDE, m…

A: As far as possible all the lengths and angles should be measured in the field while surveying with…

Q: Problem: Below, tabulated data of an open compass traverse. LINE DIST(M) FB BB N 45deg, 00min W S…

A:

Q: A. DETERMINE THE LATITUDE-DEPARTURE OF THE TRAVERSE, LINEAR ERROR OF CLOSURE, BEARING OF THE SIDE OF…

A: As a reference point, a true bearing is measured in relation to the north pole. By measuring grid…

Q: Give the latitudes and departure by giving your answer up to 3rd decimal point. LINE LENGTH BEARING…

A: Length of line AB (l)  = 475 m Bearing for line AB  = N 31o25' W  means Line AB lies in 4th Qudrant,…

Q: Given the following data on the table. Fill up the needed data. Balance the traverse by transit…

A:

Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A: Explained below

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: Adjust the given traverse by Transit Rule. Express all values up to 3 decimal places if greater than…

A: Data given: Line Distance Latitude Departure EF 57 36 44.193 FG 35 -14.329 31.933 GH 69…

Q: TRIANGULATION LINE BEARING DISTANCE REMARKS BASE LINE ES 34°E N 20° W N 7° t N 39° W N16° E CD 15m…

A:

Q: draw contour lines with 0.5 intervals

A: Contour lines are the lines drawn that joins the equal elevation. Contour interval is the height…

Q: by the analytical method and Mohr’s circle Find εx' , εy' and γx'y' Find main directions θp and main…

A: εx = -600 μsεy = 200 μsγxy = 30 μs

Q: A G TABLE 2 d₁ d7 B F 7 de d2 TABLE 1 2 65 3 ds d3 C d4 E FIELD DATA: GROUP 2 Table 1 INCLUDED ANGLE…

A: Solution: Table 1: Computed Angle: θ=2sin-1chord length2 length of side Correction for angle:…

Q: 17. Referring to Fig. FOS-SP-008, the observed interior angles are: A = 100°45'37", B = 231°23'43",…

A: To compute Corrected interior Angles of the Traverse.

Q: Q.3 A level circuit is shown in figure. The survey, needed for local engineering commenced at BM 35,…

A: Given: BM 35 35 36 37 38 39 35 Elevation(m) 119.010(fixed) 123.342 118.206 118.451 120.491…

Q: A traverse has the following data: LINE AB BC CD DE EA LENGTH 33.48 8.11 39.42 7.08 22.02 Use…

A: We have to compute for the linear error of closure and relative error of closure

Q: If the 4 holes in the drawing below are produced at .410" in diameter, what is the total positional…

A: This question is from engineering drawing Actual hole diameter is given= 0.410" We are asked to find…

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.