Q1 (a) Q1b) RL TBM A RL TBM B RL TBM A RL TBM B AAA.AAA BBB.BBB AAA.AAA BBB.BBB 163.965 162.655 163.465 162.155

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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Q1 (a)
Q1(b)
RL TBM A
RL TBM B
RL TBM A
RL TBM B
AAA.AAA
BBB.BBB
ΑAAAAA
BBB.BBB
163.965
162.655
163.465
162.155
Transcribed Image Text:Q1 (a) Q1(b) RL TBM A RL TBM B RL TBM A RL TBM B AAA.AAA BBB.BBB ΑAAAAA BBB.BBB 163.965 162.655 163.465 162.155
Q1. Table Q1 shows the levelling data obtained from field observations between two
temporary benchmarks namely TBM 1 and TBM 2, respectively. Where, the total levelling
distance between TBM 1 and TBM 2 is 250 metres. As a junior site civil engineer at the
construction site, you have been assigned by a senior site civil engineer to finalise and
evaluate the levelling data to ensure the levelling work complies with the levelling
standard and procedures.
Table Q1
Intermediate
Backsight
Foresight
Remarks
Sight
1.592
ТВМ 1 RL3 AAА.AAA m
1.675
2.052
СР1
1.354
1.704
СР2
1.320
0.907
СР3
1.379
Point 1
1.384
Point 2
1.406
Point 3
0.940
1.315
СР4
0.832
1.507
СР5
-2.938
Soffit 1
-2.833
Soffit 2
-2.717
Soffit 3
1.546
ТВМ 2 RL-BВВ.BBB m
a) Finalise the levelling calculation using rise and fall method, performed arithmetic
check, accuracy check, levelling misclosure and final reduced level for all observed
points.
b) For verification purpose you are required to re-calculate the reduced level using height
of plain collimation (HPC) method, performed arithmetic check, accuracy check,
levelling misclosure and final reduced level for all observed points.
Transcribed Image Text:Q1. Table Q1 shows the levelling data obtained from field observations between two temporary benchmarks namely TBM 1 and TBM 2, respectively. Where, the total levelling distance between TBM 1 and TBM 2 is 250 metres. As a junior site civil engineer at the construction site, you have been assigned by a senior site civil engineer to finalise and evaluate the levelling data to ensure the levelling work complies with the levelling standard and procedures. Table Q1 Intermediate Backsight Foresight Remarks Sight 1.592 ТВМ 1 RL3 AAА.AAA m 1.675 2.052 СР1 1.354 1.704 СР2 1.320 0.907 СР3 1.379 Point 1 1.384 Point 2 1.406 Point 3 0.940 1.315 СР4 0.832 1.507 СР5 -2.938 Soffit 1 -2.833 Soffit 2 -2.717 Soffit 3 1.546 ТВМ 2 RL-BВВ.BBB m a) Finalise the levelling calculation using rise and fall method, performed arithmetic check, accuracy check, levelling misclosure and final reduced level for all observed points. b) For verification purpose you are required to re-calculate the reduced level using height of plain collimation (HPC) method, performed arithmetic check, accuracy check, levelling misclosure and final reduced level for all observed points.
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