Assume that the forward azimuth of line D-E is 127-04 measured from the south and the line A-B measures a forward bearing of N 60-48 E. 1. Find the forward and backward azimuth of lines, A-B, B-C, C-D, D-E, E-F, F-A 2. Find the interior and exterior angles of Stations A, B, C, D, E, F,

Q: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

Q: Two hills A and C have elevations of 600m and 800m respectively. In between A and C is another hill…

A:

Q: n the two-peg test of a dummy level, the following observations are taken. On point A On point B…

A: Given. When Instrument is at "M", Staff reading at A= 2.672 m Staff reading at B= 1.235 m When…

Q: The line CD has a bearing of S 50°10' E. Convert the bearing into equivalent azimuth from the north…

A: Given: The bearing is S50o10’E.

Q: elev. PL200n 0.936 t 6% - 3'%. PC elev. 118m PT 50m

A:

Q: A N 65° E back tangent line intersects a S 85°E forward tangent line at point “PI.” The BC and the…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: The azimuth from north of traverse line AB is 225 degrees and 00". If the succeeding line BC has a…

A: Given: The azimuth of traverse line AB is 225o. The bearing of line BC is S 30o E.

Q: If the length of a line is 50 m and its latitude is 25 m. Find the departure the line. 31. (a) 25 m…

A:

Q: Q3/ If the adjusted interior angles for clockwise closed-loop traverse ABCD are below Station…

A:

Q: Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE,…

A:

Q: Show all steps with explanantions.

A:

Q: Block C is moving upward at 12 in/s. @AB 5 in. 45° B 4 in. 30°

A:

Q: B D89°30'30" 184.90' C Angele D Bearing 0° East 488.60' West+ North st +1 South A 89°45'45" 180°0'0"…

A:

Q: In the mechanism shown the link lengths are r = 10 cm, r2 = 2 cm, r3 13 ст, rд — 5 ст, variables are…

A: Given r1=10cmr2=2cmr3=13cmr4=5cm Consider the free body diagram as;

Q: F = 100 N p.125 m 025 m F, 300 N Determine the magnitude and sense of the moment of F1 about point…

A:

Q: To use a level in the field, it is necessary to center the instrument over a known point before tilt…

A: It’s true and false based, statement based surveying question. Please refer below statement for…

Q: Convert a forward azimuth of 270°-00'-01" to its equivalent forward bearing

A:

Q: Closed Traverse 65 13 95 19' B D 216 19 67 06' E 96 03 A Determine the following: 1. back azimuth of…

A:

Q: Convert the bearing into azimuth from north. N 20° 20' E

A: given - bearing N 20° 20' E   to find - azimuth from north

Q: Compute the slope at point C.

A: Use moment area method

Q: Situation 1: The back and forward tangent of a parabolic and 3%, respectively. The station of their…

A: back and forward tangents = -5% and 3%Intersection station = 30+194mIntersection elevation =…

Q: Convert the bearing into azimuth from north. § 420 28' F

A:

Q: Compute and tabulate the bearings and azimuths of a regular hexagon. Given the first starting…

A:

Q: TRAVERSE. A five-sided closed tra- proceeds in a clockwise direction and the angle to follows; 5.…

A: Given data in question  closed traverse  Measured angles Right direction traverse To find out  Error…

Q: 7. Determine the tension in Cable AB. а 50.0 N b 368 N c 490 N d 294 N В 8. Determine the tension in…

A:

Q: STATION HORIZONTAL ANGLE Occupied Observed Degrees Minutes Seconds TI T5 T2 118 16 40 T2 TI T3 91 30…

A: Azimuth is generally defined as a horizontal angle measured clockwise from any fixed reference…

Q: Cathedral Hill is on a line between Constable Hill and Aurora Hill. Cathedral Hill is 6.235 km from…

A:

Q: 10"- A

A: Given:- B=10"D=7"b=4"d=3"To find:-Least radius of gyration

Q: AZIMUTH 1. Convert N 45 36' E to its equivalent azimuths 2. Convert S 65 15' E to its equivalent…

A:

Q: "Write the equations for shear and moment betweenpoints B and C as a function of distance x along…

A: support reaction: ∑MC=0RA×20-8×10+25+15×10+0.5×10×5=0RA=-6…

Q: Q3/ from the travers below find; A; the interior angles (F, G, H,J, K) B; bearing direction of ( FG,…

A: Given data  Bearings To find Angles Directions

Q: Find the bearing and azimuth for the traverse. Angle A bearing is going NW. Angle D and I bearing…

A: Concepts:Bearing: Bearing is the horizontal direction of a line measured from a north or south…

Q: The departure of a line of traverse is its length multiplied by O a. secant of reduced bearing O b.…

A:

Q: 1. Given a close traverse S 54°59'15" E 382.24' 276.52' A S 68°05'35" W 472.68 в a. Determine the…

A: To Determine a. Determine the adjusted distance for line BC b. Calculate the adjusted bearing for…

Q: Find the bearing and azimuth for the traverse. Angle D bearing 0 degrees East

A:

Q: compute the azimuth and bearing of the remaining lines. Draw the figure

A: ###Computation of Azimuth and Bearing of the remaining lines####

Q: An open traverse that runs from A to G has the following deflection angles : B = 52deg 25’ L ; C =…

A: Diagram

Q: CONVERT THE QUADRANTAL BEARING INTO WHOLE CIRCLE BEARING LINE AB BC FORWARD BEARING S.37 30'E. S.43…

A: The quadrantal bearing is below 90degree or 90degree which means it in-between zero to 90degee, it…

Q: 3 - Find the level (Azimuth point OA, OB. OC) (A). From the drawing below. ( A vertical angle = 370…

A:

Q: Find the first moment of the shaded area with respect to x-axis

A: Given the diagram shown below:-

Q: Knowing that the distance h has been selected to maximize the distance ỹ from line BB' to the…

A: Given data we have to show that y= 2h/3.

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.