A differential leveling circuit began on BM Hydrant (orthometric height5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plussight and minus sight distances were kept approximately equal. Readings (infeet) given in the order taken are 2.28 (+S) on BM Hydrant, 5.59 (-S) and10.83 (+S) on TP1, 6.06 (-S) and 10.21 (+S) on BM 1, 8.91 (-S) and 7.57 (+S)on BM 2, 5.14 (-S) and 9.01 (+S) on TP2, and 3.43 (-S) on BM Rock. Prepare,check, and adjust the notes.Part ADetermine the Plus and Minus adjustments.Express your answers in feet to two decimal places separated by a comma.Plus, Minus =SubmitPart BΠ| ΑΣΦ ↓↑ vecRequest AnswerDetermine the page check.Express your answer in feet to two decimal places.Page check =ΕΠΙ ΑΣΦSubmit Request Answervec??ftft Part CDetermine the misclosure and the correction.Express your answers in feet to two decimal places separated by a comma.Misclosure, Correction =Submit Request AnswerV—| ΑΣΦ | |vecwww.?ft

A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plus sight and minus sight distances were kept approximately equal. Readings (in feet) given in the order taken are 2.28 (+S) on BM Hydrant, 5.59 (-S) and 10.83 (+S) on TP1, 6.06 (-S) and 10.21 (+S) on BM 1, 8.91 (-S) and 7.57 (+S) on BM 2, 5.14 (-S) and 9.01 (+S) on TP2, and 3.43 (-S) on BM Rock. Prepare, check, and adjust the notes.

A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plus sight and minus sight distances were kept approximately equal. Readings (in feet) given in the order taken are 2.28 (+S) on BM Hydrant, 5.59 (-S) and 10.83 (+S) on TP1, 6.06 (-S) and 10.21 (+S) on BM 1, 8.91 (-S) and 7.57 (+S) on BM 2, 5.14 (-S) and 9.01 (+S) on TP2, and 3.43 (-S) on BM Rock. Prepare, check, and adjust the notes.

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

A differential leveling circuit began on BM Hydrant (orthometric height
5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plus
sight and minus sight distances were kept approximately equal. Readings (in
feet) given in the order taken are 2.28 (+S) on BM Hydrant, 5.59 (-S) and
10.83 (+S) on TP1, 6.06 (-S) and 10.21 (+S) on BM 1, 8.91 (-S) and 7.57 (+S)
on BM 2, 5.14 (-S) and 9.01 (+S) on TP2, and 3.43 (-S) on BM Rock. Prepare,
check, and adjust the notes.
Part A
Determine the Plus and Minus adjustments.
Express your answers in feet to two decimal places separated by a comma.
Plus, Minus =
Submit
Part B
Π| ΑΣΦ ↓↑ vec
Request Answer
Determine the page check.
Express your answer in feet to two decimal places.
Page check =
ΕΠΙ ΑΣΦ
Submit Request Answer
vec
?
?
ft
ft

Part C
Determine the misclosure and the correction.
Express your answers in feet to two decimal places separated by a comma.
Misclosure, Correction =
Submit Request Answer
V—| ΑΣΦ | |
vec
www.
?
ft

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