The length of line AE for the following traverse will be
Line | Length (m) | Bearing |
AB | 400 | 30o |
BC | 500 | 0o |
CD | 600 | 300o |
DE | 400 | 30o |
Consecutive points | Coordinates: |
Point B | L=400cos30o=346.41m D=400sin30o=200m |
Pint C | L=500cos0o=500m D=500sin0o=500m |
Point D | L=600cos60o=300m D=−600sin60o=−519.6m |
Point E | L=400cos30o=346.4m D=400sin30o=200m |
A | (0,0) |
B | (346.4,200) |
C | (346.4+500=846.4,200+0=200) |
D | (846.4+300=1146.4,200−519.6=−319.6) |
E | (1146.4+346.4=1492.8,−319.6+200=−119.6) |