Adjust the given traverse by Compass Rule. Express all values up to 3 decimal places if greater than 1 and 3 significant figures if the value is less than 1. All angles should be in degrees only. Always indicate the sign if negative (no space between the negative sign and the digit succeeding the sign - example: -0.003). No need to write the units. LINESDISTANCE (m) Corrected bearing angle Corected Distance (m) dep lat (m) (m) Correction in Lat (m) Correction in Dep (m) Corrected LAT (m) Corrected DEP (m) (°) KL 57,00 18.714-53.840 LM 47.00 19.241 42.881 MN 37.00 13.811 34.326 NK 57.00 -52.206-22.881

Q: A railroad curve has De = 4°00', I = 24°00', and PI station = 35+45.00 ft. Use the chord definition…

A: Approach to solving the question: Detailed explanation: Examples: Key references:

Q: Determine the resultant R. Compute magnitude, sense and angle of inclination with horizontal x.

A: force F1=350kipforce F2=300kip

Q: 3. From Figure 3.1, describe why we have to keep distance from level to back sight equals level to…

A: To describe why we have to keep distance from level to backsight equal to foresight.

Q: Find the degree of curvature of using arc definition of: Answer format DD mm ss. for 10°11'12" - 10…

A: Radius of different curves are given. We need to calculate degree of curvarure by arc defination.

Q: A railroad curve has De = 5°00', I = 27°00', and PI station = 37+45.00 ft. Use the chord definition…

A: Degree of the curve, Dc = 5o Deflection angle, I = 27o PI station = 37+45 ft

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: 0.35m 0.35 LOS 105m

A:

Q: 01m 0.3m hole I= 0.5m D.3m 0.Qm0.I m

A:

Q: Problem 2. Calculate the area of the closed traverse or field in square meters (using coordinate…

A:

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.