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Using the same given. Determine the elevations of the TPs and BM-14, when rod readings are taken at the height of instrument (RR-hi)

Using the same given. Determine the elevations of the TPs and BM-14, when rod readings are taken at the height of instrument (RR-hi)

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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A. Solve for the elevations of the turning points and BM-14. Assume K = 99.5 and C = 0.31. Tabulate the results. Table 1. BACKSIGHT FORESIGHT STA DE (m) ELEVATION (m) S (m) A RR (m) VD (m) S (m) α RR (m) VD (m) BM-10 1.245 -4°20' 2.42 1,542.35 TP-11 2.044 3°25' 1.08 1.515 8°18' 1.55 TP-12 1.720 -6°40' 1.46 1.438 -3°25' 3.06 TP-13 2.426 -9°15' 2.08 1.025 10°05' 0.45 BM-14 1.326 4°22' 1.45 B. Using the same given. Determine the elevations of the TPs and BM-14, when rod readings are taken at the height of instrument (RR-hi) Elevation TP-11: in meters Elevation TP-12: in meters Elevation TP-13: in meters Elevation BM-14: in meters
Transcribed Image Text:A. Solve for the elevations of the turning points and BM-14. Assume K = 99.5 and C = 0.31. Tabulate the results. Table 1. BACKSIGHT FORESIGHT STA DE (m) ELEVATION (m) S (m) A RR (m) VD (m) S (m) α RR (m) VD (m) BM-10 1.245 -4°20' 2.42 1,542.35 TP-11 2.044 3°25' 1.08 1.515 8°18' 1.55 TP-12 1.720 -6°40' 1.46 1.438 -3°25' 3.06 TP-13 2.426 -9°15' 2.08 1.025 10°05' 0.45 BM-14 1.326 4°22' 1.45 B. Using the same given. Determine the elevations of the TPs and BM-14, when rod readings are taken at the height of instrument (RR-hi) Elevation TP-11: in meters Elevation TP-12: in meters Elevation TP-13: in meters Elevation BM-14: in meters
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