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a 10) The following observation were made using a tacheometer fitted with an anallatic lens, the multiplying constant being 100. Inst. Station Height staff of Station WCB Inst. 1.550 A 30°30' B 75°30' Hair Vertical angle reading 4°30' 10°15 Remarks RL of 1455, 1.755,2:355 1.250, 2000, 2.750 Calculate the distance AB, and the RLS B. Final also the gradient of the line AB. = 150.000 A and

a 10) The following observation were made using a tacheometer fitted with an anallatic lens, the multiplying constant being 100. Inst. Station Height staff of Station WCB Inst. 1.550 A 30°30' B 75°30' Hair Vertical angle reading 4°30' 10°15 Remarks RL of 1455, 1.755,2:355 1.250, 2000, 2.750 Calculate the distance AB, and the RLS B. Final also the gradient of the line AB. = 150.000 A and

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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10) The following observation were made using tacheometer fitted with an anallatic lens, the multiplying constant being 100. Inst. Station Height staf of Inst. 1.550 A 30°30' B 75°30' Station WCB Vertical angle 4°30' Hair reading 10°15 Remarks RL of 1155, 1.755,2:355 1.250, 2000, 2.750 =150.000 m Calculate the distance AB, and the RLS of A and B. Final also the gradient of the line AB.
Transcribed Image Text:10) The following observation were made using tacheometer fitted with an anallatic lens, the multiplying constant being 100. Inst. Station Height staf of Inst. 1.550 A 30°30' B 75°30' Station WCB Vertical angle 4°30' Hair reading 10°15 Remarks RL of 1155, 1.755,2:355 1.250, 2000, 2.750 =150.000 m Calculate the distance AB, and the RLS of A and B. Final also the gradient of the line AB.
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