Please use the following information(when needed):XP101 (m)=1415YP101 (m) =1415HP101 (m) =115Azimuth P101-P102 =115in order to prepare map with contour lines, required field measurements have been carried out and all measurements have been recorded on the related tables.1) A Closed Loop Traverse, which consists of four station points, has been established. , Traverse Side Measurement and Calculation TableForwardLength (m)BeginningEndingBackwardErrorTolarance(mm)Mean ofmwwPointPointLength (m)(mm)TraverseLength(m)P103P10422.3622.34P104P10128.3328.30P101P10225.1425.10P102P10337.6737.71Limit of Error: Ds VS= 0.004+ 0.0003S + 0.02 (S: gidiş dönüş ortalaması)|

Engineering surveying entails the planning and implementation of surveys for the engineering…

Answered: Beginning Point P103 P104 P101 P102…

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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Please use the following information(when needed):

XP101 (m)=1415

YP101 (m) =1415

HP101 (m) =115

Azimuth P101-P102 =115

in order to prepare map with contour lines, required field measurements have been carried out and all measurements have been recorded on the related tables.

1) A Closed Loop Traverse, which consists of four station points, has been established. ,

Traverse Side Measurement and Calculation Table
Forward
Length (m)
Beginning
Ending
Backward
Error
Tolarance
(mm)
Mean of
mww
Point
Point
Length (m)
(mm)
Traverse
Length
(m)
P103
P104
22.36
22.34
P104
P101
28.33
28.30
P101
P102
25.14
25.10
P102
P103
37.67
37.71
Limit of Error: Ds VS= 0.004+ 0.0003S + 0.02 (S: gidiş dönüş ortalaması)|

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