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0 votes	3270 views	1 answer	The bearing of C from A is N 30° E and from B, 50 metres east of A, is N 60° W. The departure of C from A is updated 10 years ago by Civil Engineer
0 votes	936 views	1 answer	A dumpy level was set up at mid-point between pegs A and B, 80 m apart and the staff readings were 1.32 and 1.56. When the level was set up at a point 10 m from A on BA produced, the staff readings obtained at A and B were 1.11 and 1.39. The correct staff reading from this set up at S should be updated 10 years ago by Civil Engineer
0 votes	850 views	2 answers	An angles of 45° with a chain line may be set out with updated 10 years ago by Civil Engineer
0 votes	866 views	1 answer	An imaginary line lying throughout on the surface of the earth and preserving a constant inclination to the horizontal, is called updated 10 years ago by Civil Engineer
0 votes	869 views	2 answers	The magnetic bearing of a line is 32° and the magnetic declination is 10° 15' W. The true bearing is updated 10 years ago by Civil Engineer
0 votes	877 views	1 answer	If the length of a transition curve to be introduced between a straight and a circular curve of radius 500 m is 90 m, the maximum perpendicular offset for the transition curve, is updated 10 years ago by Civil Engineer
0 votes	865 views	1 answer	In a precision traverse, included angles are measured by setting the vernier updated 10 years ago by Civil Engineer
0 votes	1202 views	1 answer	The distances AC and BC are measured from two fixed points A and B whose distance AB is known. The point C is plotted by intersection. This method is generally adopted in updated 10 years ago by Civil Engineer
0 votes	857 views	1 answer	In horizontal angles, the error due to imperfect levelling of the plate bubble is updated 10 years ago by Civil Engineer
0 votes	870 views	1 answer	The slope correction for a 3° slope for a length of 100 m, is updated 10 years ago by Civil Engineer