(ii) The readings given below were made with a tacheometer theodolite having a multiplying constant of 100 and the additive constant of zero. The reduced level at station A was 100.0 m and the height of the instrument axis is 1.35 m above the ground. Calculate the gradient expressed as the horizontal distance one meter rise or fall vertically between the stations B and C. Station To A B C Whole circle bearing from N 45°00′ 135°00 Vertical angle +11°30 -17°00′ Stadia readings (m) 2.048/1.524/1.000 2.112/1.356/0.600

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(ii) The readings given below were made with a tacheometer theodolite having a
multiplying constant of 100 and the additive constant of zero. The reduced level
at station A was 100.0 m and the height of the instrument axis is 1.35 m above the
ground. Calculate the gradient expressed as the horizontal distance one meter
rise or fall vertically between the stations B and C.
Station To
A B
C
Whole circle
bearing from N
45°00′
135°00'
Vertical
angle
+11°30′ 2.048/1.524/1.000
-17°00' 2.112/1.356/0.600
Stadia
readings (m)
Transcribed Image Text:(ii) The readings given below were made with a tacheometer theodolite having a multiplying constant of 100 and the additive constant of zero. The reduced level at station A was 100.0 m and the height of the instrument axis is 1.35 m above the ground. Calculate the gradient expressed as the horizontal distance one meter rise or fall vertically between the stations B and C. Station To A B C Whole circle bearing from N 45°00′ 135°00' Vertical angle +11°30′ 2.048/1.524/1.000 -17°00' 2.112/1.356/0.600 Stadia readings (m)
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