10 A theodolite was set up near the middle of the points "P" and "Q". If the height of the instrument is 1.20 m. The rod is sighted at point "P", vertical angle = +24 degrees, rod reading = 1.3 m, and stadia interval = 1.4 m. Then the rod is sighted at point "Q", vertical angle = +23 degrees, rod reading = 1.6 m, and stadia interval = 1.1 m. Taking K = 100, and C = 0. a) Horizontal Length from Point "P" and "Q" 210.045 m 216.829 m 219.837 m 225.013 m 213.560 m None of the Choices 222.570 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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10
A theodolite was set up near the middle of the points "P" and "Q". If the height of the
instrument is 1.20 m. The rod is sighted at point "P", vertical angle = +24 degrees, rod
reading = 1.3 m, and stadia interval = 1.4 m. Then the rod is sighted at point "Q",
vertical angle = +23 degrees, rod reading = 1.6 m, and stadia interval = 1.1 m. Taking
K = 100, and C = 0.
a) Horizontal Length from Point "P" and "Q"
210.045 m
216.829 m
219.837 m
225.013 m
213.560 m
None of the Choices
222.570 m
Transcribed Image Text:10 A theodolite was set up near the middle of the points "P" and "Q". If the height of the instrument is 1.20 m. The rod is sighted at point "P", vertical angle = +24 degrees, rod reading = 1.3 m, and stadia interval = 1.4 m. Then the rod is sighted at point "Q", vertical angle = +23 degrees, rod reading = 1.6 m, and stadia interval = 1.1 m. Taking K = 100, and C = 0. a) Horizontal Length from Point "P" and "Q" 210.045 m 216.829 m 219.837 m 225.013 m 213.560 m None of the Choices 222.570 m
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