SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of line GA (b) Determine the bearing of line CD TRAVERSE DATA W/ OHITTED MEASUREMENTS UNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N 40.00° W CD 610.00 DE 885.00 S 72.00° E EF 455.00 S 18.00° E FG 500.00 S 80.00° W GA N 30.00 W

Q: Distance, m N 15deg 37' E S 77 deg 30' E S 77deg 36' E S 3deg 19' W N 73deg 37' W S 73deg 31 W N…

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Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

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Q: 4. Convert 150 o to radians 5. Convert 5. 64 rad to degrees G. Convert 2 2. 6 78 ° TO degrees,…

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Q: STATION DIRECT DOUBLE MEAN REMARKS DEFL. DEFL. DEFL. Azimuth 111 - 112 = 121° 21' 111 147° 01' 293°…

A: Station Direct Double Mean Remark 111 147°1' 293°59' 147° (147°1'+293°59')/3 112 116°11' 232°22'…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1.   Given: LINES BEARINGS DISTANCES (m)…

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

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Q: Transit is set up at A observed a stadia intercept of 2.2 m at a vertical angle of +1823’. The…

A: To find horizontal distance between A and B

Q: How would I go about finding E,F?

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Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.