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4.3. Prepare a set of profile leveling notes for the survey in Figure 4.32 D. In addition to computing all elevations, show the arithmetic check and the resulting error in closure. Known elevations: BM 61 = 320.20 ft; TP 2 = 327.24.

4.3. Prepare a set of profile leveling notes for the survey in Figure 4.32 D. In addition to computing all elevations, show the arithmetic check and the resulting error in closure. Known elevations: BM 61 = 320.20 ft; TP 2 = 327.24.

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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4.3. Prepare a set of profile leveling notes for the survey in Figure 4.32D. In addition to computing all elevations, show the arithmetic check and the resulting error in closure. Known elevations: BM 61 = 320.20 ft; TP 2 = 327.24.
Transcribed Image Text:4.3. Prepare a set of profile leveling notes for the survey in Figure 4.32D. In addition to computing all elevations, show the arithmetic check and the resulting error in closure. Known elevations: BM 61 = 320.20 ft; TP 2 = 327.24.
5.11 4.66 3.98 1.20 1.80 ТР 2 Elevation = 326.22 4.42 4.72 4.30 2.01 TP 1 BM 61 Elevation = 320.20 Figure 4.32 Sketch for Problem 4.3. GL + L Og +L 00 + L OG+0 00 po
Transcribed Image Text:5.11 4.66 3.98 1.20 1.80 ТР 2 Elevation = 326.22 4.42 4.72 4.30 2.01 TP 1 BM 61 Elevation = 320.20 Figure 4.32 Sketch for Problem 4.3. GL + L Og +L 00 + L OG+0 00 po
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