- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 1 (41.06 KiB) Viewed 53 times
- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 2 (41.06 KiB) Viewed 53 times
- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 3 (25.5 KiB) Viewed 53 times
- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 4 (42.93 KiB) Viewed 53 times
- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 5 (21.33 KiB) Viewed 53 times
- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 6 (28.38 KiB) Viewed 53 times
- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 7 (35.2 KiB) Viewed 53 times
- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 8 (21.17 KiB) Viewed 53 times
- Question 10 8 Pts Balance The Following Interior Angles To The Right For A Polygon Traverse Compute The Azimuths Assumi 9 (24.71 KiB) Viewed 53 times
Question 11 8 pts FROM THE PREVIOUS PROBLEM WHAT IS THE AZIMUTH OF LINE EA? 338 DEGREES 08' 40" 116 DEGREES 14' 46" 158 DEGREES 08' 40" O 518 DEGREES 08' 40"
D Question 12 8 pts COMPUTE THE LATITUDES AND DEPARTURES FOR THE TRAVERSE IN THE PREVIOUS PROBLEM IF THE LENGTHS OF SIDES IN METERS ARE AS FOLLOWS: AB= 383.808M BC=360.209M CD=342.204M DE = 336.210M EA = 267.527M WHAT IS THE DEPARTURE AND LATITUDE FOR LINE BC O -300.123 M AND 199.190 M O 199.190 M AND 300.123 M -321.950 M AND -115.981 M 300.123 MAND - 199.190 M
D Question 13 6 pts WHAT IS THE PRECISION OF THE TRAVERSE? 1:105,000 1:1500 1: 20,500 O 1:15,000
Question 14 8 pts WHAT IS THE CORRECTION FOR DEPARTURE AND LATITUDE OF THE PREVIOUS PROBLEM? 0.035 M and 0.025 M O 0.16 M and 0.003 M 0.08 M and 0.15 M O -0.016 Mand -0.003 M
Question 15 8 pts From the previous problem, if the coordinate for Point A was N: 121,311.411 M and E: 310,630.892 M, what is the coordinate for point C? N: 121,625.193 M and 310,851.89 M N: 121,708.396 M and 310,229.785 M O N:121,824.38 ME: 310,551.751 M O 121,559.72 M and 310,531.317 M
Question 16 8 pts What is the corrected length of Line EA? O 295.178 M 269 M 350.123 M O 267.523 M
Question 17 8 pts What is the value of angle D? 46 degrees 03' 19" 46 degrees 03' 31" 46 degrees 03' 42" - 63 degrees 45'08"