3. The following questions refer to the set of differential leveling notes shown in Table 2. a. Determine the elevation of each station. b. The elevation of BM 132 is known to be 153.236 m. The length of the level run was 780 m, with each station equally spaced. Adjust the elevation of each station such that the error is evenly spaced. Show sample calculations of your work. c. Determine the accuracy ratio and state whether the survey meets the requirement of an accuracy ratio of less than 1/1,000. Station BM 130 TP 1 TP 2 TP 3 BM K110 TP 4 BM 132 B5 (m) 0.608 1.030 0.482 1.591 2.145 1.997 Table 2 HI [m] FS [m] Elevation [m] 153.285 1.525 0.736 2.83 1.885 1.735 0.321

3. The following questions refer to the set of differential leveling notes shown in Table 2. a. Determine the elevation of each station. b. The elevation of BM 132 is known to be 153.236 m. The length of the level run was 780 m, with each station equally spaced. Adjust the elevation of each station such that the error is evenly spaced. Show sample calculations of your work. c. Determine the accuracy ratio and state whether the survey meets the requirement of an accuracy ratio of less than 1/1,000. Station BM 130 TP 1 TP 2 TP 3 BM K110 TP 4 BM 132 B5 (m) 0.608 1.030 0.482 1.591 2.145 1.997 Table 2 HI [m] FS [m] Elevation [m] 153.285 1.525 0.736 2.83 1.885 1.735 0.321

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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Similar questions

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