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. 1/756.445 O b. 1/766.445 O c. 1/746.445 O d. 1/765.445

Q: C 105 22 B 118 37 Sta A C . D E 108°28′ E B 120 28 N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE A ANGLE…

A:

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…

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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: show solution

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Q: Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed…

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Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: A closed traverse is given in tabulated form and it has been asked to determine missing data. Please…

Q: Reduce the set of profile notes in Table 2-7, and perform the arithmetic check.

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Q: In 1860 the magnetic bearing of a line was N 69 deg 27 min W with a magnetic declination of 5 deg 12…

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Q: For 0° <0< 360° find the angles that satisfy the equation cos(0) = -0.0314

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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…

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

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

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Q: Question: 1.What is the adjusted bearing angle of Line DE, CD, EF, FG 2.What is the total length…

A: Solution line  Length Bearing Difference Forward Backward Forward Backward in bearing reading…

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: Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths…

A: Given data  Clossing error (e) = 0.54  Length of slides = 92.69m, 119.23m, 92.64m, 42.96m, and…

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: What is the azimuth from the north of line OC? 30 60° 55° C 45° B O a. 125 deg O b. 235 deg O c. S…

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

A:

Q: Given the table shown below, calculate the bearing of line DE. Distance (m) 668.15 670.32 610.68…

A: Whole circle bearing: These are measured clockwise direction with respect to the direction of north.…

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: Ql: - Find the difference in height between the readings (A & C), (B & C)? E. 06 E E05 E. 04 10 :05…

A: A level staff, also called levelling rod, is a graduated wooden or aluminum rod, used to determine…

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

A:

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…

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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…

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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: Q11: The four comers A, B, C, and D of a portal frame factory having the coordinates given in Table…

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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: When the length or direction of a line within a closed traverse cannot be determine by field…

A: The solution for Question No.01 is as follows: When the length or direction of a line within a…

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 31 The following Easting and Northing for a closed traverse is Station X (Easting) Y (Northing) 1…

A:

Q: In 1860 the magnetic bearing of a line was N 69 deg 27 min W with a magnetic declination of 5 deg 12…

A: Given data in question  Manetic bearing in 1980 = N 69°27` Declination in 1980 and present = 5°12`…

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.