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The readings given below were made with a tacheometric theodolite having a multiplying constant of 100 and no additive constant. The reduced level at station A was 100.0 m and the height of the instrument axis 1.35 m above the ground. Calculate the horizontal distance from station A to station C in m. Bearing (0) Vertical Angle (⁰) Station A Stadia Readings 48 14 2.048; 1.57; 1.000 2.112; 1.39; 0.600 138 -16 Note: Variables given in Question 6, 7, 8, 9 and 10 are NOT the same. Carefully check the given data for each question. To B C

The readings given below were made with a tacheometric theodolite having a multiplying constant of 100 and no additive constant. The reduced level at station A was 100.0 m and the height of the instrument axis 1.35 m above the ground. Calculate the horizontal distance from station A to station C in m. Bearing (0) Vertical Angle (⁰) Station A Stadia Readings 48 14 2.048; 1.57; 1.000 2.112; 1.39; 0.600 138 -16 Note: Variables given in Question 6, 7, 8, 9 and 10 are NOT the same. Carefully check the given data for each question. To B C

Structural Analysis
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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The readings given below were made with a tacheometric theodolite having a multiplying constant of 100 and no additive constant. The reduced level at station A was 100.0 m and the height of the instrument axis 1.35 m above the ground. Calculate the horizontal distance from station A to station C in m. Bearing (0) Vertical Angle (º) Station A Stadia Readings 48 2.048; 1.57; 1.000 2.112; 1.39; 0.600 138 Note: Variables given in Question 6, 7, 8, 9 and 10 are NOT the same. Carefully check the given data for each question. To B C 14 -16
Transcribed Image Text:The readings given below were made with a tacheometric theodolite having a multiplying constant of 100 and no additive constant. The reduced level at station A was 100.0 m and the height of the instrument axis 1.35 m above the ground. Calculate the horizontal distance from station A to station C in m. Bearing (0) Vertical Angle (º) Station A Stadia Readings 48 2.048; 1.57; 1.000 2.112; 1.39; 0.600 138 Note: Variables given in Question 6, 7, 8, 9 and 10 are NOT the same. Carefully check the given data for each question. To B C 14 -16
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