Find the coordinate of the points B and C in the figure below if the coordinate of point A (250 E,250 N). (you have to check your result).
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Q: Find the coordinate of the points B and C in the figure below if the coordinate of point A (250…
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- A spherical triangle has the following parts: C=900, c=840, and a=650. Compute angle B. Answer: 83 deg, 87deg If the point (2, 3) is equidistant from (x, -2) and (7, 4), find x.Answer: 3Given the following data, convert heading to azimuth or vice versa, leave procedure. 1) If the azimuth of A-B is 45°32', then the heading of A-B is: 2) If the azimuth of A-B is 295°25', then the heading of A-B is: 3) N17°45'10" 4) S45°20'12" 5) 130°19'10"From the values of the magnetic quarter circular directions, find the value of the following angles in the clockwise direction: DAE, EAB, BAD, CAE AB =N 42 25w AC=N 71 55E AD= S 87 25E AE= S 12 40w
- Calculate the following: A.Adjusted value of angle A B.Adjusted value of angle C C.Adjusted value of angle F D.Adjusted value of angle HDeflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the deflection angles of each line. Line Bearing AB S 46°17’ E BC N 23°28’ E CD N 78°55’ W DE S 56°42’ W EF S 13°00’ W FA N 76°05’ E * Sum of Deflection Angle = 360° * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank u)To determine the horizontal distance between Q and R, a tacheometer was used and was placed at P. The stadia intercepts for Q and R were recorded to be 0.320 m and 0.210 m respectively. Calculate the horizontal distance between Q and R if the angle QPR is equal to 61°30'30". Take stadia multiplication constant as 100 and the stadia addition constant as 0.10 m.
- In the polygonal shown below you want to know: a) Calculate the angular error and distribute it. b) If line AB has a bearing N 20 ° 00'00 ”E, calculate the north azimuth of all lines. c) Calculate the longitudes (X) and latitudes (Y) of all the lines. d) Calculate the closing error and distribute it using the compass method (Bowditch). e) If point A has coordinates (3460,500; 6000,000) calculate the coordinates of the remaining points.In order to find the elevation of point B, a stadia is set up at a point A whose elevation is 100.14 m. The height of the instrument is 1.52 m. The stadia intercept with the rod at B was taken as 1.75 m with the vertical angle 5 ̊30’45” at 2.1 m. The stadia constant is 100 and the value of (f+c) is 0.3. What is the elevation of point B in meters?LINE LENGTH IN METERS BEARING AB 82.62 S60°43'E BC 111.41 N52°41'W CD 100.66 S71°43'W DE 62.97 N75°44'W EA 181.24 S85°23'E Using TRANSIT RULE, complete the table of balancing the traverse. -Retain 3 decimal places.