Question
a.
to locate a gross error in bearing that may exist in controlled theodolite traverse, we may plot the traverse from each end. The traverse station having the same coordinates by each route is the one where the error lies
b.
to locate a gross error in bearing, in a controlled traverse, we plot the traverse and the station through which perpendicular to sector of the closing line passes is the station at which the error was made
c.
to locate a gross error due to taping in a controlled traverse, we plot the traverse to a convenient scale. The bearing of the closing error will be approximately the same as that of the leg in which the gross error consists
d.
all the above.
Posted under Civil Engineering
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. Pick up the correct statement from the following :
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. Pick up the correct statement from the following :
View solution
Q. 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
View solution
Q. The first reading from a level station is
View solution
Q. 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 deflection angle to locate its junction point, is
View solution
Q. The length of a traverse leg may be obtained by multiplying the latitude and
View solution
Q. Pick up the correct statement from the following :
View solution
Q. An internal focussing type surveying telescope, may be focussed by the movement of
View solution
Q. An imaginary line lying throughout on the surface of the earth and preserving a constant inclination to the horizontal, is called
View solution
Q. An angles of 45° with a chain line may be set out with
View solution
Q. Pick up the correct statement from the following :
View solution
Q. The imaginary line passing through the intersection of cross hairs and the optical centre of the objective, is known as
View solution
Q. 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
View solution
Q. The staff intercept will be
View solution
Q. Horizontal distances obtained tacheometerically are corrected for
View solution
Q. If the long chord and tangent length of a circular curve of radius R are equal the angle of deflection, is
View solution
Q. Pick up the correct statement from the following :
View solution
Q. In setting up a plane table at any station
View solution
Q. The angle of intersection of a contour and a ridge line, is
View solution
Q. The area of any irregular figure of the plotted map is measured with
View solution
Q. Probable accidental error in precise levelling as recommended by International Geodetic Association, should not exceed (where k is in kilometers.)
View solution
Recommended Subjects
Are you eager to expand your knowledge beyond Civil Engineering? We've handpicked a range of related categories that you might find intriguing.
Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!