FS (m) Eleva tion (m) Sta Bs (m) HI (m) Remar ks BM-1 2.00 | 001 ·0 1000 1P -1 1.41 1002.93 0 .48 1001 - 52 BM -2 0 -23 1002 7 EBS = 3.41 {FS - 0-11 DE. 11 Arithmetic cneck: EDs - EFS • Last RL First tL DE = 1.1 %3D 5-41 -0.11. 1001.-1000.0 2-11-7

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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HI PLEASE HELP CAN YOU HELP ME WRITE AN OBJECTIVE, INTRODUCTION AND CONCLUSION (ATTACHED PHOTO ARE THE DATA AND RESULTS). ITS ABOUT MEASUREMENT OF VERTICAL DISTANCES: DIFFERENTIAL LEVELING

BS (m)
HI (m)
FS (n)
Eleva tion
(m)
Sta
Remar ks
BM -1
2.00
| 001 .0
1000
1P -1
1.41
1002.93
0.48
1001 52
BM -2
0-23
1002-7
EBS =
3.41
{FS
: 0.11
DE. 1.1
Arithmetic cneck: E0s - EFS - Last RL
- First RL
3-41 -0.11 1001.7 -1000.0
DE = 1.7
2.1 1.7
Transcribed Image Text:BS (m) HI (m) FS (n) Eleva tion (m) Sta Remar ks BM -1 2.00 | 001 .0 1000 1P -1 1.41 1002.93 0.48 1001 52 BM -2 0-23 1002-7 EBS = 3.41 {FS : 0.11 DE. 1.1 Arithmetic cneck: E0s - EFS - Last RL - First RL 3-41 -0.11 1001.7 -1000.0 DE = 1.7 2.1 1.7
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