Please include REMARKS for each sta/points. Also, kindly include a CONCLUSION for the whole surveying/ leveling report. Thank you very much! 5. Prepare and complete the differential level notesfor the information shown in Fig. FOS-SP-002.Include the customary arithmetic check. Läveling.RodLovolingRod90Hl4035(FS)968 HI,7as)3.75(FS)Hlg(FS)1.643.73(BS)0.98 Hl2 3,52(8S)BM.IElev 125.45m)IFS)TRFOS-SP-002

Answered: Image /qna-images/answer/93d5b855-63a6-4172-b365-0542163e536a.jpg

Answered: Löveling. Rod Hl4 Levoling Rod 90 68 Hi…

Löveling. Rod Hl4 Levoling Rod 90 68 Hi 78s) 3,75 (FS) 3.73 (BS) Hlg1.64 (FS) 0.98 Hl2 3.52 BM. Elev 125.45m) 18S) IFS) TP FOS-SP-002

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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Concept explainers

Errors in surveying

An error in surveying is defined as the difference between two or more values of an identical quantity. However, the estimates are never accurate and there will always be a degree of variability regardless of the research tool or method used. These differences are known as errors that need to be reduced or eliminated to maintain certain levels of accuracy. Even if you carefully follow the prescribed test procedures, the considerations may contain errors.

Question

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Please include REMARKS for each sta/points. Also, kindly include a CONCLUSION for the whole surveying/ leveling report. Thank you very much!

5. Prepare and complete the differential level notes
for the information shown in Fig. FOS-SP-002.
Include the customary arithmetic check.

Läveling.
Rod
Lovoling
Rod
90
Hl4
035
(FS)
968 HI,
7as)
3.75
(FS)
Hlg
(FS)
1.64
3.73
(BS)
0.98 Hl2 3,52
(8S)
BM.
IElev 125.45m)
IFS)
TR
FOS-SP-002

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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