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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7315a13c-33e4-4bf1-b3b7-c03a0241e12e%2Ff0a5a94c-0726-42c0-987d-f909758b3b1a%2Fp3wtx1_processed.jpeg&w=3840&q=75)
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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