A B UNDIRRITY приготвиноворить Time-seconds Seismograph A Seismograph B Not enough information to know

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Adjust the angles of triangle ABC for the following angular values and weights: (Please check the data below) What is the correction (to the nearest seconds ) applied to angle A? O - 3" + 3" 6 + 6" What is the adjusted angle of Angle C? O 61 deg 10' 08' O 61 deg 08' 10 O 61 deg 08' 00' O 61 deg 10' 00" What is the value of the correction multiplier or "x" ? -1' 2" +2' What is the angle of Misclosure? +/- 11" O + 12" -13' - 0.11 Below are the observations for your reference 80°14'04" wt = 2 38°37'47" wt = 1 61°07'58" wt = 3 O O o O O

A total station was setup on top of point A. The following observations have been recorded to point B in reflector-less mode: Оссиpied Point IH Target Azimuth Vertical SD (m) Point Angle (m) 2 2 A 1.39 D 261 34 49 -15 58 2 207.085 If the coordinates of point A is (E=1318.756, N= 1758.883, H= 252.975). What is the Elevation of point D? Round your answer to 3 decimal places

A total station was setup on top of point A. The following observations have been recorded to point B in reflector-less mode: Occupied Point IH Target (m) Point Azimuth 0 F " 0 Vertical Angle . 14 SD (m) A 1.36 C 214 29 37 -4 19 56 208.527 If the coordinates of point A is (E-1659.637, N-1161.376, H-310.472). What is the Northing of point C? Round your answer to 3 decimal places. Do not add units to your answer (e.g. 100.351 NOT 100.351m) Your Answer:

Which of the following co-ordinates are not the same for all observers? options: Right Ascention Altitude Azimuth Declination

Q12: A detailed survey was carried out using a number of radiations from a total station set up on Station A to a target placed on an area on interest. Station A has the following coordinates as shown in the Table 8 on a local plane datum. Table 8: Point Easting (m) Northing (m) Height (m) A 255.751 176.286 42.623 The instrument is set up at a height of 1.565 m (h) and the target pole is set at a height (h.) of 1.690 m. A radiation was made to a feature labelled B: Bearing (B) = 240°25'20" Slope Distance (SD) = 11.682 m Zenith Angle (ZA) = 93°22'30" Calculate the coordinates of B including its height. (PC 3.4, 4.3, RS 5, RK 3.1, 3.2, 6.2) A:

شممبزSurvey engineering

Survey The stadia readings with a horizontal sight on a vertical staff held 40 m away from a tacheometer were 1.385 m and 1.780 m. The focal length of the object glass was 25 cm. The distance between object glass and trunnion axis of the tacheometer was 12 cm. Solve for the stadia interval.

The length intercepted on the stadia rod is 3.6 m and the line of sight makes an angle of 3deg15’ with the horizontal. Find the distance, in meters, from the center of the instrument to the rod, if the stadia constant is 0.3 m and the stadia interval factor is 100.a. 172.43 b. 179.74  c. 196.87  d.187.36pls answer I need it asap