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Civil Engineering
Compute the unadjusted departures.

Compute the unadjusted departures.

Structural Analysis
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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Part C Compute the linear misclosure. Express your answer in feets to three significant figures. 1]]ΑΣΦΗ [11 vec Submit Request Answer Part D Compute the relative precision. Express your answer as an integer VE]ΑΣΦΗ Τ 1: Submit Part E Request Answer vec ? XB. YB. XC. Yc. XD. YD= ? Compute the preliminary coordinates in feet if X = 12500 and Y₁ = 10500. Express your answers in feet to two decimal places separated by commas IND ΑΣΦΗ Τ vec ft ft
Transcribed Image Text:Part C Compute the linear misclosure. Express your answer in feets to three significant figures. 1]]ΑΣΦΗ [11 vec Submit Request Answer Part D Compute the relative precision. Express your answer as an integer VE]ΑΣΦΗ Τ 1: Submit Part E Request Answer vec ? XB. YB. XC. Yc. XD. YD= ? Compute the preliminary coordinates in feet if X = 12500 and Y₁ = 10500. Express your answers in feet to two decimal places separated by commas IND ΑΣΦΗ Τ vec ft ft
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD DA N8°17'02"E N87°02′05"E S14°47'06" W N68°43'20" W Course AB Bearing Length 403.73 (ft) 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 DeP BC, DepCD, DEPDA= Submit Part B Request Answer Lat AB, Lat BC, LatCD, LatDA = 195| ΑΣΦ. 41 Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Submit Request Answer vec IVE ΑΣΦ ↓↑ vec ? ? ft ft
Transcribed Image Text:The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD DA N8°17'02"E N87°02′05"E S14°47'06" W N68°43'20" W Course AB Bearing Length 403.73 (ft) 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 DeP BC, DepCD, DEPDA= Submit Part B Request Answer Lat AB, Lat BC, LatCD, LatDA = 195| ΑΣΦ. 41 Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Submit Request Answer vec IVE ΑΣΦ ↓↑ vec ? ? ft ft
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