(c) To determine the elevation of station A, the following observation were taken, the rod held vertically. The instrument fitted with Anallatic lens and value of constant was 100. Inst. Station Height of instrument Staff Station BM Vertical angle - 5º40° Remarks RL of BM = 158.205 m Staff Reading 1.440 1.332 1.896 2.460 B 1.440 СР +8° 20° 0.780 1.263 1.746 A 1.380 CP -6° 24 1.158 1.617 2.076

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Subject: engineering surveying
(c) To determine the elevation of station A, the following observation were taken, the rod held
vertically. The instrument fitted with Anallatic lens and value of constant was 100.
Vertical angle
Staff Reading
1.332 1.896 2.460
Remarks
RL of BM = 158.205 m
Inst. Station
Height of instrument
1.440
Staff Station
B.M
- 5°40"
B
1.440
CP
+8° 20
0.780 1.263 1.746
A
1.380
CP
-6° 24
1.158 1.617
2.076
Transcribed Image Text:(c) To determine the elevation of station A, the following observation were taken, the rod held vertically. The instrument fitted with Anallatic lens and value of constant was 100. Vertical angle Staff Reading 1.332 1.896 2.460 Remarks RL of BM = 158.205 m Inst. Station Height of instrument 1.440 Staff Station B.M - 5°40" B 1.440 CP +8° 20 0.780 1.263 1.746 A 1.380 CP -6° 24 1.158 1.617 2.076
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