A loop-closed traverse A, B, C forms triangle with 500 meters sides. The azimuth the coordinates of point A are. perfect equidatiral of Line AB is Go and 1000mE and 1000m N. Determine a (1) The Agimerths of lines BC and CA. (11) The coordinates of peoints B and C. (i) The Coordinates of the bisector of line AC (Call it D) (im) The length and azimuth of line DB.

Q: 1. Determine the slope and displacement of point C. El is constant. Use the method of virtual work.

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Q: A line passes through the point (9,-9) and has a slope of 3. Write an equation in slope-intercept…

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Q: 3m 4.5m 1.) Determine the location of the general centroid from the x and y-axes 2.) Determine the…

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Q: . The projections of a line in VP and HP are 66 mm and 54 mm long respectively. End A is 12 mm in…

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Q: The magnetic azimuth of line PQ is 283* 36'. The declination at point P is 4* 20 west. The true…

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.