Following are the stadia intervals and vertical angles for a transit-stadia traverse. The elevation of station A is 467.08m, stadia interval factor is 99.95 and stadia constant is 0.31m. Rod readings are taken at height of instrument. Compute the length of each course, the traverse length, and the elevations of the traverse stations. STA OCC STA OBS STADIA INTERVAL VERTICAL ANGLE A 2.595 0°46' B C 1.333 8°15' B 1.322 -8°16' C D 3.803 -2°25' C 3.787 2°20' D E 2.192 -1°33' length and elevation of each course (based on the mean result of backsight and foresight computations in some segments) in meters Length AB : in meters Length BC: in meters Length CD: in meters Length DE: in meters Total traverse: Elevation B: Elevation C: Elevation D: Elevation E: in meters in meters in meters in meters in meters

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To complete a specific task or to accomplish organizational goals along with increasing work productivity, individuals need to come together and think along a common path and direction. There are certain tasks in an organization that cannot be done alone and the involvement of more individuals is essential. These groups of individuals who work together for a common goal compose a team and the individual members involved are known as team members.