PROBLEMS 1. Two distances of 50 and 80 meters were accuratel intercepts on the staff between the outer stadia webs distance and 0.7% at the tatter. Calculate the tacheo
PROBLEMS 1. Two distances of 50 and 80 meters were accuratel intercepts on the staff between the outer stadia webs distance and 0.7% at the tatter. Calculate the tacheo
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Northern Technical University
Technical College of Kirkuk
Surveying Technical Engineering Department
Surveying II: Second year
Lecturer: Asstant.prof. Dr. Muntadher Aidi Shareef
PROBLEMS
1. Two distances of 50 and 80 meters were accurately measured out, and the
intercepts on the staff between the outer stadia webs were 0.4% at the former
distance and 0.7% at the tatter. Calculate the tacheometric constants.
om
Tom
2. Two sets of tacheometric readings were taken from an instrument station A,
the reduced level of which was 15.05 ft to a staff station B. (a) Instrument
P-multiplying constant 100, additive constant 14.4 in., staff held vertical.
Sub
(b) Instrument Q–multiplying constant 95, additive constant 15.5 in., staff
he ld normal to the line of sight.
Instrument
Vertical
angle
30°
At
To
Ht of
Instrument
Stadia Readings
P
A
B
4.52
2.35/3.31/4.27
4.47
Q
What should be the stadia readings with instrument Q
A
30°
3. The vertical angles to vanes fixed at 0.5 m and 35 m above the foot of the
staff held vertically at a point were - 0° 30' and + 1° 12' respectively. Find
the horizontal distance and the reduced level of the point, if the level of the
instrument axis is 125.380 meters above datum.
4. The horizontal angle subtended at a theodolite by a subtense bar with vanes
3 m apart is 15' 40'. Compute the horizontal distance between the instrument
and the bar.
Answers:
1. K=100, C=0.4m
2. 1.95; 2.82; 3.68
3. 101.1 m; 123.998m
4. 658.29m
Tacheometry Tutorial
2020-2021
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