II.PROBLEM SOLVING. 1)A traverse line is being measured by theodolite and subtense bar.At one station,the theodolite's horizontal axis is 1.54m above the ground mark and the angle subtended by a 2-m subtense bar placed at the next station is 40'25". The subtense bar is 1.25m above the ground mark,and the vertical angle measured to it by the theodolite is (+)13°28'.Determine: a)the horizontal distance from the theodolite at A to the subtense bar at B bjthe vertical distance from the horizontal axis of the theodolite to the center of the bar c)the difference in elevation between the two ground stations

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Subsurface Exploration
Section: Chapter Questions
Problem 12.1P
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II.PROBLEM SOLVING.
1)A traverse line is being measured by theodolite and subtense bar.At one station,the
theodolite's horizontal axis is 1.54m above the ground mark and the angle subtended
by a 2-m subtense bar placed at the next station is 40'25".The subtense bar is 1.25m
above the ground mark,and the vertical angle measured to it by the theodolite is
(+)13°28'.Determine:
a)the horizontal distance from the theodolite at A to the subtense bar at B
bjthe vertical distance from the horizontal axis of the theodolite to the center of the bar
c)the difference in elevation between the two ground stations
Transcribed Image Text:II.PROBLEM SOLVING. 1)A traverse line is being measured by theodolite and subtense bar.At one station,the theodolite's horizontal axis is 1.54m above the ground mark and the angle subtended by a 2-m subtense bar placed at the next station is 40'25".The subtense bar is 1.25m above the ground mark,and the vertical angle measured to it by the theodolite is (+)13°28'.Determine: a)the horizontal distance from the theodolite at A to the subtense bar at B bjthe vertical distance from the horizontal axis of the theodolite to the center of the bar c)the difference in elevation between the two ground stations
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