Question: Given closed the traverse survey, complete the traverse shown below 2 . 1 ) Adjust the measured internal angles ( 2 0 pts ) 2

Given closed the traverse survey, complete the traverse shown below
2.1) Adjust the measured internal angles (20 pts )
2.2) Is the angular error acceptable? (10 pts )
2.3) Compute Elin and Erel(20pts)
2.4) Is Erel is acceptable? (10 pts )
2.5) Find the x,Y coordinates of Station B (20 pts )
A starting coordinate of X 100.00, Y 200.00 for Station A
Azimuth of AB is 10000'00''
\table[[Station,\table[[Measured Internal],[Angles]],\table[[Horizontal Distance],[(ft)]],Azimuth],[A,11955'52'',,],[B,6004'10'',229.90,10000'00''
Problem 2- continued (you may want to use the tables below for the traverse computations; it is not necessary to fill out the tables)
\table[[,,Table 1,Table 2],[,,Angle,],[Stat.,Line,Uncorrected,Correction,Adjusted,Azimu
Given closed the traverse survey, complete the traverse shown below
2.1) Adjust the measured internal angles (20 pts )
2.2) Is the angular error acceptable? (10 pts )
2.3) Compute Elin and Erel(20pts)
2.4) Is Erel is acceptable? (10 pts )
2.5) Find the x,Y coordinates of Station B (20 pts)
A starting coordinate of X 100.00, Y 200.00 for Station A
Azimuth of AB is 10000'00''
\table[[Station,\table[[Measured Internal],[Angles]],\table[[Horizontal Distance],[(ft)]],Azimuth],[A,11955'52'',,],[AB,,229.90,10000'00''th],[A,,,,,],[,AB,,,,10000'00''
Given closed the traverse survey, complete the

Step by Step Solution

There are 3 Steps involved in it

1 Expert Approved Answer
Step: 1 Unlock blur-text-image
Question Has Been Solved by an Expert!

Get step-by-step solutions from verified subject matter experts

Step: 2 Unlock
Step: 3 Unlock

Students Have Also Explored These Related Civil Engineering Questions!