Problem 5.10 A calibration was made to evaluate the constant of a transit with a focusing interval telescope. The transit was set to the end of line with a distance of 100m and at the other end, a staff was set with a stadia interval of 0.978m. Calculate the missing constant of the transit.

Q: traverse are as follows: AB= 202.74, BC=285.87, CD=499.37, DE=321.33, and EA = 382.78. (Note: Assume…

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Q: ISL TL = 499.9666667 --20)382) A horizontal distance of (500 m) must be lay out with a steel tape,…

A: Given values: Measured condition: Temperature: Tm = 50 degree C Tension = 120 N Pull: Pm =…

Q: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

A: The data in the table below s for a closed-polygon traverse. Course| Azimuth [Length (m)| Interior…

Q: 10. Complete the following table using the knowledge obtained in class about differential leveling…

A: Complete the following table using the knowledge obtained in class about differential leveling

Q: The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows:…

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Q: In the figure, a stone is projected at a cliff of height h with an initial speed of 45.0 m/s…

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Q: Use the virtual work method for solving problems 13.7 through 13.30. E=29x10^6 psi for all problems…

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Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.