The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD Course AB Bearing N8°17'02"E N87°02′05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 653.16 622.63 DA 550.84 ▼ Part D Compute the relative precision. Express your answer as an integer 1: VAZ Ivec Submit Part E Request Answer Compute the preliminary coordinates in feet if X₁ = 15000 and Y₁ = 10000. Express your answers in feet to two decimal places separated by commas 197| ΑΣΦ. 11 | vec 3 XB. YB. XC. Yc. XD. YD= Submit ? Request Answer ? ft
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD Course AB Bearing N8°17'02"E N87°02′05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 653.16 622.63 DA 550.84 ▼ Part D Compute the relative precision. Express your answer as an integer 1: VAZ Ivec Submit Part E Request Answer Compute the preliminary coordinates in feet if X₁ = 15000 and Y₁ = 10000. Express your answers in feet to two decimal places separated by commas 197| ΑΣΦ. 11 | vec 3 XB. YB. XC. Yc. XD. YD= Submit ? Request Answer ? ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Introducing given data
VIEWStep 2: Calculation of Unadjusted departures and Latitudes
VIEWStep 3: Calculation of linear misclosure
VIEWStep 4: Calculation of Relative precision
VIEWStep 5: Using compass rule
VIEWStep 6: Calculate Adjusted latitude
VIEWStep 7: calculate the coordinates
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