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Bridge TBM2 RL-24.082 m TBMI RL=23.832 m Figure 3 1.433 1.673 99 l't- 1.3932 -3.586 004) Ch 25 |1.722 Ch 50 8IS' 1.655 Ch 75 1.748 001 4) 0081 | 1,572 Ch 125 1.644 | 1.743 OSI 45 SLI4) 1.555 1.434

Bridge TBM2 RL-24.082 m TBMI RL=23.832 m Figure 3 1.433 1.673 99 l't- 1.3932 -3.586 004) Ch 25 |1.722 Ch 50 8IS' 1.655 Ch 75 1.748 001 4) 0081 | 1,572 Ch 125 1.644 | 1.743 OSI 45 SLI4) 1.555 1.434

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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Figure 3 shows staff readings obtained from a survey along the centerline of the road.
The levelling commenced on TBM1 (23.832 m AOD) to TBM2 (24.082 m AOD) and
the reading were taken at 25 m intervals along the line. Calculate the reduce level of
all the chainage points. Apply the arithmetic checking.

Bridge TBM2 RL-24.082 m TBMI RL=23.832 m Figure 3 1.433 1.673 99 l't- 1.3932 -3.586 004) Ch 25 |1.722 Ch 50 8IS' 1.655 Ch 75 1.748 001 4) 0081 | 1,572 Ch 125 1.644 | 1.743 OSI 45 SLI4) 1.555 1.434
Transcribed Image Text:Bridge TBM2 RL-24.082 m TBMI RL=23.832 m Figure 3 1.433 1.673 99 l't- 1.3932 -3.586 004) Ch 25 |1.722 Ch 50 8IS' 1.655 Ch 75 1.748 001 4) 0081 | 1,572 Ch 125 1.644 | 1.743 OSI 45 SLI4) 1.555 1.434
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