traverse

Interior angles measured at the locations of a closed traverse ABCDA are given in table below. Location | Interior angle ---|--- A | 71° 1' 40" B | 104° 54′ 23" C | 107° 54′ 10″ D...

If the number of sides resulting in a closed traverse is increased from three to four, the sum of the interior angles increases by

A child walks on a level surface from point P to point Q at a bearing of 30°, from point Q to point R at a bearing of 90° and then directly returns to the starting point P at a bea...

A child walks on a level surface from point P to point Q at a bearing of 30°, from point Q to point R at a bearing of 90° and then directly returns to the starting point P at a bea...

A delivery agent is at a location R. To deliver the order, she is instructed to travel to location P along straight-line paths of RC, CA, AB and BP of 5 km each. The direction of e...

For a given traverse, latitudes and departures are calculated and it is found that sum of latitudes is equal to +2.1 m and the sum of departures is equal to -2.8 m. The length and...

An open traverse PQRST is surveyed using theodolite and the consecutive coordinates obtained are given in the table Consecutive Coordinates Line Northing (m) Southing (m) Easting (...

The lengths and bearings of a traverse PQRS are: Segment Length (m) Bearing PQ 40 80° QR 50 10° RS 30 210° The length of line segment SP (in m, round off to two decimal places), is

The observed bearings of a traverse are given below: Line Bearing PQ 46°15' QR 108°15' RS 201°30' ST 321°45' Line Bearing QP 226°15' RQ 286°15' SR 20°30' TS 141°45' The station(s)...

The following details refer to a closed traverse: Line | Consecutive coordinate ---|--- | Northing (m) | Southing (m) | Easting (m) | Westing (m) PQ | ---- | 437 | 173 | ---- QR |...