Answered: A. Explain the steps for using the…

A. Explain the steps for using the TOTAL STATION for the horizontal curves? B. Explain the steps for using the TOTAL STATION for the vertical curves?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

Surveying

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A. Explain the steps for using the TOTAL STATION for the horizontal curves?

B. Explain the steps for using the TOTAL STATION for the vertical curves?

Note : please answer both a and b. Each one answer having minimum five steps

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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B6
An elevation must be established on a benchmark on an island that is 2536.98 ft from the nearest benchmark on the island’s shore. The surveyor decides to use a total station that has a stated distance measuring accuracy of (3 mm +3 ppm) and a vertical compensator accurate to within 0.4”. The height of instrument was 5.37 ft with an estimated error of 0.05 ft. The prism height was 6.00 ft with an estimated error of 0.02 ft. The single zenith angle is read as The estimated errors in instrument and target centering are 0.003 ft. If the elevation of the occupied benchmark is 632.27 ft, what is the corrected benchmark elevation on the island? (Assume that the instrument does not correct for Earth curvature and refraction.) After completing the job, the surveyor discovered that the instrument had a vertical indexing error that caused the sight line to be inclined by 15. (a) How much error would be created in the elevation of the island benchmark if the indexing error were ignored? (b) What…
The following readings are taken from an Auto level from an uneven field. Find the Reduced Level of all these points. Given the BM of the field is 100.000m. The instrument is shifted after 4th , 6th stations. 2.250, 1.500, 0.950, 2.100,2.900,1.540,0.750,1.950,2.100 m
The following consecutive readings were taken with a level on continuously sloping ground at a common interval of 20 m. The last station has an elevation (RL) of 90.658 m. 0.472, 1.115, 2.265, 2.900, 3.744, 0.611, 1.470, 2.815, 3.505, 4.398, 0.553, 1.925, 2.456, 2.762. Calculate: the RL of the first point in m.
Q1) The following sketch include inverting readings of some stations. Calculate the elevations of all stations. A Slope 6% 3 200 20 m 1.055 -1.330 100 00m. 300 BM
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An elevation must be established on a benchmark on an island that is 2536.98 ft from the nearest benchmark on the island’s shore. The surveyor decides to use a total station that has a stated distance measuring accuracy of (3 mm +3 ppm) and a vertical compensator accurate to within 0.4”. The height of instrument was 5.37 ft with an estimated error of 0.05 ft. The prism height was 6.00 ft with an estimated error of 0.02 ft. The single zenith angle is read as The estimated errors in instrument and target centering are 0.003 ft. If the elevation of the occupied benchmark is 632.27 ft, what is the corrected benchmark elevation on the island? (Assume that the instrument does not correct for Earth curvature and refraction.) What is the estimated error in the computed benchmark elevation if the instrument has a DIN 18723 stated accuracy of +-3"?
Fundamentals of Surveying problem
2 - please provide correct answers
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