▼ ▼ Part A Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. Dep AB, DEPBC, DepCD, DEPDA = Part B Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Lat AB, LatBC, LatcD, LatDA = Part C Compute the linear misclosure. Express your answer in feets to three significant figures. Part D 195| ΑΣΦ ↓↑ vec Compute the relative precision. Express your answer as an integer V ΑΣΦ 1: Part E VE ΑΣΦ vec vec XB, YB, XC, YC, XD, YD = 0 - ΑΣΦ ↓↑ vec ? ? ft Compute the preliminary coordinates in feet if XA = 9500 and Y₁ = 11000. Express your answers in feet to two decimal places separated by commas 15. ΑΣΦ ↓↑ vec ? ? ? ft ft ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule.

 

Course AB
  BC
  CD
  DA
 
Bearing N8∘17′02"E
  N87∘02′05"E
  S14∘47′06"W
  N68∘43′20"W
 
Length (ft
) 403.73 622.63 653.16 550.84
Part A
Compute the unadjusted departures.
Express your answers in feet to five significant figures and separated by commas.
Dep AB, DEPBC, DepCD, DEPDA =
Part B
Compute the unadjusted latitudes.
Express your answers in feet to five significant figures and separated by commas.
Lat AB, LatBC, LatcD, LatDA =
Part C
Part D
Compute the linear misclosure.
Express your answer in feets to three significant figures.
Compute the relative precision.
Express your answer as an integer
15| ΑΣΦ
1:
17 ΑΣΦ ↓↑ vec
Part E
—| ΑΣΦ ↓↑ vec
vec
XB, YB, XC, YC, XD, YD=
ΑΣΦ ↓↑
vec
?
?
ft
Compute the preliminary coordinates in feet if XA = 9500 and Y₁ = 11000.
Express your answers in feet to two decimal places separated by commas
15| ΑΣΦ ↓↑ vec
?
?
?
ft
ft
ft
Transcribed Image Text:Part A Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. Dep AB, DEPBC, DepCD, DEPDA = Part B Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Lat AB, LatBC, LatcD, LatDA = Part C Part D Compute the linear misclosure. Express your answer in feets to three significant figures. Compute the relative precision. Express your answer as an integer 15| ΑΣΦ 1: 17 ΑΣΦ ↓↑ vec Part E —| ΑΣΦ ↓↑ vec vec XB, YB, XC, YC, XD, YD= ΑΣΦ ↓↑ vec ? ? ft Compute the preliminary coordinates in feet if XA = 9500 and Y₁ = 11000. Express your answers in feet to two decimal places separated by commas 15| ΑΣΦ ↓↑ vec ? ? ? ft ft ft
The data in the table below is for a closed-polygon traverse. Balance the
traverses by coordinates using the compass rule.
Course AB
BC
CD
DA
Bearing N8°17'02"E N87° 02'05"E S14°47'06" W N68°43'20" W
Length 403.73
(ft)
622.63
653.16
550.84
Transcribed Image Text:The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. Course AB BC CD DA Bearing N8°17'02"E N87° 02'05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 550.84
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