Complete the table by referring to the data below:- compute for the lat and dep- compute LEC and REC- perform traverse adjustment StationDistanceAzimuthLatDepclatcDepAdjLatAdjDepAdj DistanceAdjAzimuthВАН-23XXX.XXXXXXxx'xx.xX"XXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXxxx"xx'xx.xx"XX'XX,XX XXXT1Xxx xx'xx.xx"Xxxxx'xx.xX"XXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX'XXXXXXX,XX XXXT2XXX.XXXXXxXx'xx.Xx"XXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX'XXXXXX'XXXXX'XX XX.XXXT3XXX.XXXXXxXx'xx.Xx"XXX.XXXXXX.XXXXXX.XXXXxx"xx'xx.xx"XXX.XXXXXX.XXXXXX.XXXXXX.XXXXX'XX XXXXXT4XXX.XXXXxxxx'xx.xx"XXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX'xx'xx.xxXXX'XXXXXX'XXXXXX'XXXTSXxxxx'xx.xx"Xxx xx'xx.xxXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXXXXX.XXX"XXX'XXXXXX'XXXT6XXX.XXXXxxxx'xx.xx"XXX.XXXXXX.XXXXXX.XXXXXX.XXXXxx xx'xx.xx"XXX.XXXXXX.XXXXXX'XXXBAH-23 В.AZIMUTHDISTANCE (m)STA OCCSTA OBSВАН-23Add°mm ss.ss"XXX.XXXВАН-23T1252 17'9.79"210.36ВАН-2372°17'9.79"210.36T1T2280°12'30.61"203.447T1100°12'30.61"203.447T2C1309 13'53.38"148.087T3249 50'33.35"247.616T3T269 50'33.35"247.616C219 26 26.54122.27C3343°54'48.65"169.886T4301°39'21.74"287.113T4T3121 39 21.74"287.113T535°9 14.08"292.098T5T4215 9'14.08"292.098C4146 56 42.03"177.009T688°21'38.37"359.708T6T5268°21'38.37"359.808ВАН-23129 20'8.93"452.0222052.364LEC0.14.872E-05REC1:20'000

Solution: Solving by Transit rule: Corrected Lattitude: Clat=-Lat. ∑Lr∑L Corrected Departure:…

Answered: Complete the table by referring to the…

Complete the table by referring to the data below: - compute for the lat and dep - compute LEC and REC - perform traverse adjustment

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

Construction Surveys

A construction survey is a survey done on a construction site to mark construction activities and for laying out positions for construction equipment. It includes evaluating and estimating construction activities before the beginning of the project.

Question

100%

Complete the table by referring to the data below:
- compute for the lat and dep
- compute LEC and REC
- perform traverse adjustment

Station
Distance
Azimuth
Lat
Dep
clat
cDep
AdjLat
AdjDep
Adj Distance
AdjAzimuth
ВАН-23
XXX.XXX
XXXxx'xx.xX"
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
xxx"xx'xx.xx"
XX'XX,XX XXX
T1
Xxx xx'xx.xx"
Xxxxx'xx.xX"
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX'XXX
XXXX,XX XXX
T2
XXX.XXX
XXxXx'xx.Xx"
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX'XXX
XXX'XXX
XX'XX XX.XXX
T3
XXX.XXX
XXxXx'xx.Xx"
XXX.XXX
XXX.XXX
XXX.XXX
Xxx"xx'xx.xx"
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XX'XX XXXXX
T4
XXX.XXX
Xxxxx'xx.xx"
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX'xx'xx.xx
XXX'XXX
XXX'XXX
XXX'XXX
TS
Xxxxx'xx.xx"
Xxx xx'xx.xx
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
"
XXX'XXX
XXX'XXX
T6
XXX.XXX
Xxxxx'xx.xx"
XXX.XXX
XXX.XXX
XXX.XXX
XXX.XXX
Xxx xx'xx.xx"
XXX.XXX
XXX.XXX
XXX'XXX
BAH-23

В.
AZIMUTH
DISTANCE (m)
STA OCC
STA OBS
ВАН-23A
dd°mm ss.ss"
XXX.XXX
ВАН-23
T1
252 17'9.79"
210.36
ВАН-23
72°17'9.79"
210.36
T1
T2
280°12'30.61"
203.447
T1
100°12'30.61"
203.447
T2
C1
309 13'53.38"
148.087
T3
249 50'33.35"
247.616
T3
T2
69 50'33.35"
247.616
C2
19 26 26.54
122.27
C3
343°54'48.65"
169.886
T4
301°39'21.74"
287.113
T4
T3
121 39 21.74"
287.113
T5
35°9 14.08"
292.098
T5
T4
215 9'14.08"
292.098
C4
146 56 42.03"
177.009
T6
88°21'38.37"
359.708
T6
T5
268°21'38.37"
359.808
ВАН-23
129 20'8.93"
452.022
2052.364
LEC
0.1
4.872E-05
REC
1:20'000

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